• ISSN 1001-1455  CN 51-1148/O3
  • EI Compendex、CA收录
  • 力学类中文核心期刊
  • 中国科技核心期刊、CSCD统计源期刊
Articles in press have been peer-reviewed and accepted, which are not yet assigned to volumes /issues, but are citable by Digital Object Identifier (DOI).
Display Method:
The calculation method based on the energy method for resisting perforation to the SC walls with tied bars was discussed. Based on the perforation mechanism of missile impacting on the SC walls, the dissipated energy was divided into four parts: the energy dissipated by the front and rear steel plates, the energy dissipated by internal concrete and tied bars, and a practical calculation formula of preventing perforation was proposed. The perforation velocity and the residual velocity of the SC walls with tied bars can be calculated by the practical calculation formula when the related parameters of the materials and geometry about the missile and SC walls are known, thus avoiding complex impacting numerical analysis of dynamic time history. In order to verify the reliability of the formula, the results calculated through the practical formula were compared with the existing test data, as well as the dynamic finite element (FE) analysis results. The perforation state of the SC walls can be judged by the practical calculation formula concretely, and the residual velocities of the missile given by the formula are in good agreement with the test results. To further verify the application extent of the formula, the FE models about 10 cases of an aircraft engine impacting on the SC walls were established, and the solid FE models and the front closed cylindrical shell FE models of the aircraft engine were described, respectively. The results calculated through the practical formula were compared with the 10 cases of the aircraft engine impacting on the SC wall. It indicates that the deviation value of one case is slightly more than 10%. In other cases, the deviation values are all less than 10%. The accuracy and effectiveness of the proposed method can be verified.
The impact of nozzle configuration on the performance of rotating detonation with different equivalence ratios was studied through tests on rotating detonating engines (RDEs) without a nozzle and with a convergent nozzle, a divergent nozzle and a convergent-divergent nozzle, respectively. Pre-combustion cracked kerosene and 30% oxygen-enriched air were used as the fuel and oxidizer, respectively. The results show that the rotating detonation engines can operate smoothly with the equivalence ratio ranging from 0.73 to 1.3. Three operating modes including single wave, unstable two counter-rotating waves and stable two counter-rotating waves were found in the experiments. The nozzle configurations strongly affect the mode transition and the detonation wave velocity. The convergent nozzle and the convergent-divergent nozzle can promote the generation of new detonation waves, making the working modes mainly to be two counter-rotating waves, while the detonation mainly operates in the single wave mode with a divergent nozzle installed. The results further show that the maximum propagating velocity deviates from the stoichiometric ratio when the convergent or convergent-divergent nozzles are installed, and the convergent-divergent nozzle can increase the detonation wave velocity.
Due to the excavation unloading effect and the amplitude attenuation of stress wave, the rock mass locating the different distances away from the blasting source are subjected to different geostress and impact loadings during the blasting excavation of underground rock mass. The construction of relationship between rock dynamic failure properties with impact loadings has more important engineering practical significance compared with representating them with strain rate. In order to investigate the effect of the values of impact loading and the geostress on the characteristics of rock failure and energy dissipation, impact experiments of red sandstone were carried out with a modified split Hopkinson pressure bar testing system, the impact velocities and axial static stresses were set seven levels, respectively. The effects of impact velocity on the failure model and mechanism of red sandstone under different axial static stresses were researched based on the broken rock specimens. By analyzing the energy values of stress waves under different experimental conditions, the effects of the impact velocity and the axial static stress on energy dissipation of red sandstone were investigated. The fragment fractal dimension of red sandstone under different impact velocities and axial static stresses were studied based on the sieve test results of the broken specimens. The results show that the increase of impact velocity will aggravate the destroy degree of the red sandstone. The main part after macroscopic failure remains a circular cylinder when a specimen is subjected to impact loading and no axial static stress, the failure of the specimen is resulted from its insufficiency of resistance to tensile deformation; but the main part after macroscopic failure represents a hourglass shape when the specimen is under coupled axial static stress and impact loading, the failure mechanism is mixed tension and shear fracture. The dissipation energy of the red sandstone increases in a quadratic function with increasing the impact velocity, the higher the axial static stress, the smaller the increasing amplitude. With the increase of impact velocity, the fractal dimension of the red sandstone increases from zero gradually. For a rock specimen subjected to specific axial static stress, there is a critical impact velocity which signifies that the fractal dimension of the specimen will change from zero to greater than zero, and the critical impact velocity increases first and then decreases with the increase of axial static stress.
To investigate the influence of water depth on the evolution characteristics of the muzzle flow field of underwater submerged launched ballistic gun, a two-dimensional axisymmetric transient muzzle flow field model was established. The fluid volume function multiphase flow model, standard k-ε turbulence model, Schnerr-Sauer cavitation model, combined with dynamic grid and user-defined function technology, are used to numerically simulate the evolution process of underwater muzzle flow field. An underwater visualized shooting experimental platform for a ballistic gun was built. The evolution process of the muzzle flow field when the 12.7 mm ballistic gun was fully submerged in water was observed, and the rationality of the numerical model was verified. Based on this, the evolution characteristics of the muzzle flow field at different water depths (h=1-100 m) are analyzed and compared. Through comparison, it is found that within the range of the muzzle flow field, the projectile displacement meets the exponential function with time under different water depths; the deeper the water, the longer it takes for the typical wave structure of the muzzle flow field to form, and the lower the peak temperature and pressure of the gas at the axial Mach disc, the smaller the pressure oscillation amplitude, the faster it stabilizes. but in the radial direction, the deeper the water depth, the longer the duration of pressure oscillations.
Based on the field test of environmental vibration characteristics of subway tunnel millisecond delay blasting, considering the irregular characteristics of blasting load, a modified Davidenkov constitutive model based on asymmetric loading and unloading criterion is used to describe the dynamic nonlinear characteristics of the site soil. The transient air shock wave generated by the internal explosion on the surface of cylindrical blast hole is simulated by improving the Friedlander equation. And a three-dimensional refined finite element model of ground-blast-source system, involving the blast wave input and finite/infinite element coupling boundary, is realized. The effectiveness of the model method is verified by comparing with in-situ testing data. The environmental vibration features induced by 50 ms delay blasting and instantaneous blasting are numerically simulated. It is found that millisecond delay blasting can not only effectively reduce the surface peak vibration velocity, but also significantly change the frequency spectrum characteristics of surface vibration. The frequency band of surface vibration produced by millisecond delay blasting is relatively concentrated, which has a significant effect on dispersing blasting vibration energy. Moreover, the main frequency of surface velocity response is higher, which is far away from the natural frequency of building structure, it can significantly reduce the structural vibration level of adjacent buildings caused by blasting construction. The research results reveal the vibration characteristics and vibration reduction mechanism of millisecond delay blasting environment, which can provide scientific basis and reference for blasting construction of subway tunnel in complex urban environment.
In the article a thermodynamically consistent diffuse interface model is proposed in order to numerically simulate the interaction between solid explosive detonation and compressible inert media. The chemical reaction of detonation course in solid explosive is simplified as the solid-phase reactant changing into the gas-phase product, thus the mixture within a control volume is regarded to be composed by three kinds of components: solid-phase reactant, gas-phase product and inert media, and all components are thought to be in mechanical equilibrium and thermal nonequilibrium because of their having distinct thermodynamic properties or equations of state. The starting point based on the energy conservation of the mixture and pressure equivalence among components within the control volume is adopted to derive the evolution equation for volume fraction of every component, in which the equation for energy conservation of the mixture is decomposed into a family of equations for energy conservation of the all components with the heat exchange resulting from thermal nonequilibrium. Thus, the governing equations of proposed diffuse interface model include: the conservation equation for mass of every component and the conservation equations for momentum and total energy of the mixture, and the evolution equations for volume fraction of every component and for pressure of the mixture. The important character of the present model is that the mass transfer due to chemical reaction and the heat exchange due to thermal nonequilibrium are involved. In this model, pressure is solved directly from the governing equations instead of computed next from the obtained conservative variables. The present model may apply to arbitrary expression of equation of state and allow for any number of inert media. The partially differential governing equations of the diffuse interface model are numerically solved by a temporal-spatial second-order Godunov-type finite volume scheme with wave propagation algorithm. From numerical examples, the proposed diffuse interface model can eliminate the unphysical oscillations near the material interfaces, and obtain the agreeable results with the physical mechanism.
In order to investigate the closed explosion and venting characteristics of gasoline-air mixture, two kinds of explosion modes were studied by using a visualized square tube, and numerical simulation was carried out based on the wall-adapting local eddy-viscosity (WALE) model and Zimont premixed flame model. The results show the followings. (1) The number of the peaks on the overpressure time series curve for the vented explosion is greater than that for the closed explosion, and there is a violent oscillation similar to a simple harmonic vibration on the overpressure time series curve of the vented explosion, while the characteristic parameters of explosion overpressure in the closed explosion are significantly higher than those in the vented explosion. (2) The maximum flame propagation speed in the closed explosion is significantly lower than that in the vented explosion, but the former reaches the maximum at the beginning of flame propagation, while the latter reaches the maximum at the end of flame propagation. (3) Tulip-shaped flame appears in the closed explosion condition, while mushroom-shaped flame appears in the venting condition. The formation of the tulip-shaped flame is related to the coupling effects of flame front, flow field and dynamic pressure of flow field in the pipe, while the mushroom-shaped flame is caused by the combined action of turbulence and baroclinic effect in the external flow field.
The scattering of steady-state shear horizontal (SH) guided waves from the elastic strip media with multiple semi-cylindrical depressions on the surface was studied and the analytical solution was given. Firstly, the guided wave expansion method was used to construct SH guided waves. Then, the scattered waves satisfying the zero-stress boundary conditions of the upper and lower surfaces in the strip were constructed by employing the repeated image method. Finally, according to the condition that the shear stress of the edge of the depression is zero, the definite solution equation was derived. The accuracy of repeated image method, the dynamic stress concentration around a depression and the displacement amplitude at the upper and lower boundaries were analyzed by examples. The numerical results show that when there is only one depression, the incident waves with middle and high frequency and the strip with small thickness cause higher dynamic stress concentration around the depression, and the maximum displacement amplitude of the upper boundary occurs near the incident surface of the depression. When there are two depressions, in most cases, the second depression amplifies the dynamic stress concentration around the first depression. And in the ideal elastic strip, even if the two depressions are infinitely far apart, the influence between them still exists.
2020, 40(9): 0-0.  
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2020, 40(9): 1-2.  
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Explosion Physics
To evaluate the fast cook-off safety characteristic of the big-size penetrator, an experimental device was designed. The penetrator with a mass of 290 kg was hoisted at a height of 0.4 m from the aviation fuel level for rapid heating. The surface temperature of the penetrator was collected in real time and the whole experimental process was recorded. The reflected shock wave overpressure at a distance of 7 m from the penetrator centroid was measured. The safety characteristic of the big-size penetrator was analyzed in detail in terms of the heating time, the surface temperature of the penetrator, the damage on experimental site, the peak value of the reflected shock wave overpressure, the reaction mechanism and the response type. The results show that the big-size penetrator starts to react violently at a temperature of 537 ℃ for 16 min and 4 s. The bottom explosive of the penetrator first responds to hot spots under continuous high temperature heating, gradually accumulating high-temperature and high-pressure gas in the shell and tearing the shell to quickly release high-pressure. The peak value of the reflected shock wave overpressure at 7 m is 33.622 kPa, which is much smaller than that caused by the penetrator totally detonated in the air. The reaction characteristic of the penetrator is deflagration, and its fast cook-off safety characteristic meets the standard requirement.
Nano titanium carbide (TiC) powder was synthesized by detonation shock utilizing octogen (HMX) as high temperature and high pressure source with titanium dioxide (TiO2) and activated carbon (C) as precursors. The samples were characterized by X-ray diffraction (XRD), energy dispersive spectrometer (EDS) and scanning electron microscope (SEM). At the same time, detonation shock synthesis mechanism of nanometer TiC was discussed in this paper. It was concluded that the test results of XRD and EDS were in good agreement with the theoretical values, and the sample contained both TiC and TiCx (x<1). The particle size of both TiC and TiCx (x<1) were less than 50 nm by SEM photos and micron-sized spherical agglomerates were found in the samples. The detonation shock synthesis of TiC belongs to a special solid-phase reaction, and its material diffusion rate and reaction rate are greatly improved.
Impact Dynamics
Research of concrete materials subjected to tensile stress wave at high strain rates is currently based on splitting experiments and spalling experiments with a split Hopkinson pressure bar device, however, they are not appropriate to study the stress-strain relationship of concrete materials subjected to one dimensional tensile stress wave. Therefore, the large diameter split Hopkinson tensile bar (SHTB) is urgently needed to perform direct dynamic tensile study of concrete materials. Mechanical analysis of a new type of SHTB apparatus was performed in numerical simulation method, then corresponding incident tensile stress wave was studied and optimize improvement measures for partial components were also proposed. The partly improved SHTB apparatus reconciled the demands of glued connect mode, hooked connect mode and so on. At last, concrete was considered as a two-phase composite material which composed of coarse aggregates and cement matrix, the annulus three-dimensional concrete aggregate model was established and applied to SHTB simulation experiment. The comparison between numerical simulation results and experimental results verified the effectiveness of partly improved SHTB apparatus, which also provided research directions for dynamic tensile responses of mesoscopic concrete model.
A 37 mm-diameter split Hopkinson pressure bar (SHPB) apparatus was used to conduct impact tests on two types of coral sand to investigate the effect of strain rate. One-dimensional compressive stress-strain curves with the strain rates ranging from 460 to 1300 s−1 were obtained under different compactness levels. Combining with the static compressive results (strain rate of 10−4 s−1), it is found that coral sand is affect with strain rate obviously. Comparison of physical properties of two types of coral sand indicates that the strain rate sensitivity is highly correlated with the proportion of inner pores of the particles and friction between the particles. The calculation models of dynamic intensification factor are proposed, which provide theoretical basis for the numerical calculation of coral sand under impact.
In order to study the crack growth and crack arrest law of the brittle materials, a large-sized trapezoidal opening crack with arc bottom (TOCAB) configuration specimen was proposed. The impact tests were carried out on the TOCAB specimens with radians of 0°, 60°, 90° and 120° under the drop hammer impact device. The crack growth speed was obtained by using the distance between the two resistance wires divided by the break time of the resistance wire of the crack propagation gauge, and crack propagation gauge (CPG) was used to monitor the crack initiation time and expansion time. The crack growth behavior of the TOCAB specimen was numerically simulated by using the finite difference software AUTODYN. And the crack growth process and the crack arrest law were numerically studied. The critical dynamic stress intensity factor of the moving crack was calculated based on the experimental-numerical method and the finite element software ABAQUS. Both experimental and numerical results show that the three arc-bottom specimens have a crack-stopping effect on the moving crack, andthe TOCAB configuration specimen is suitable for studying the crack arrest problem. And the crack growth path obtained in the numerical calculation is basically consistent with the experimental results, which verifies the validity of the numerical model. And the critical dynamic stress intensity factor at the time of crack initiation and crack arrest is greater than that at the time of the crack growth.
With the development of hypervelocity kinetic energy weapons, the mechanism of long rod hypervelocity penetration into concrete target was a research highlight. To study the penetration mechanism and the crater law of long rod hypervelocity penetration into concrete, two kinds of long rods, TU1 and Q235, hypervelocity penetration into concrete with initial velocity of 1.8−2.4 km/s were experimented. Dimensional analyses of crater diameter and crater volume were performed based on the experiment data from this paper and references. Prediction formula of crater depth was derived from the bowl shape contour of crater section. The crater size of hypervelocity penetration was obviously larger than that of low and medium velocity penetration, and so the crater phase was non-negligible during the penetration mechanism researches. The length of the long rod was severely shortened until the long rod was completely eroded, the radius of the hole was obviously larger than that of long rod, and these results can be used to verify that the mechanism of long rod hypervelocity penetration into concrete was semi-fluid penetration. At the same time, it can be seen from the experimental results that the length of the long rod was the most important parameter affecting the penetration depth. The penetration depth increased with the increase of the length and density of the projectile, but was not affected by the strength of the long rod.
Applied Explosion Mechanics
In order to study in depth the structural response of the bottom protective component of the vehicles under blast loading and improve the blast resistant performance of the protective vehicles, a finite element model of the bottom protective component of a vehicle under blast loading was established, and the reliability of the finite element simulation was verified by the explosion impact bench test; the concave hexagonal negative Poisson’s ratio honeycomb material was used as the core layer of the protective component, the deformation mode of the negative Poisson’s ratio honeycomb material under blast loading was analyzed, and the blast resistant performance was compared with the other three protective components of the same mass. The results show that the protective component containing negative Poisson’s ratio honeycomb core has better resistance to blast loading. A mathematical model was established for multi-objective optimization problems with the cell size parameters of the honeycomb material as design variables, and the multi-objective genetic algorithm was used to obtain the optimal solution of the cell geometric parameters, which effectively reduces the maximum deflection and maximum kinetic energy of the protective component substrate.
In order to solve the problem of poor performance of EMD (empirical mode decomposition) filter de-noising for vibration signal, an adaptive orthogonal decomposition signal de-noising method PEMD (principal empirical mode decomposition) is proposed. This algorithm combines the self-adaptability of EMD decomposition and the complete orthogonality of principal component analysis (PCA), eliminates the phenomenon of mode aliasing in the process of signal EMD decomposition, and obtains the best de-noising effect. The results showed that compared with EMD and EEMD (ensemble empirical mode decomposition), PEMD (principal component analysis) improved 1.15 dB and 0.38 dB respectively in the simulation test, and the root-mean-square error was the smallest. In frequency domain, PEMD has the highest sensitivity to the frequency of simulation signal (30 Hz), and the noise filtering effect is the best outside 30 Hz. In the blasting vibration test, PEMD and EEMD had better performance in removing burrs, and PEMD had the best performance in preserving medium and low frequency vibration signals at 0−300 Hz, and the best performance in filtering high frequency noises above 300 Hz.
In order to study the influence of weak dynamic disturbance on rockburst, test on cubic medium-coarse grained granite specimen with a circle hole was conducted to simulate the rockburst ejection process in circle tunnel subjected to weak dynamic disturbance. Three loading paths, namely, no disturbance, weak dynamic disturbance starting at high-stress level, and weak dynamic disturbance beginning at a low-stress level were considered. The testing process was recorded using AE and video monitoring system. The ejection failure process, characteristics of rockburst pit, acoustic emission signal characteristics and rockburst intensity were investigated. The testing results show that the weak dynamic disturbance can reduce the stress level at the occurrence of rockburst and increase the range of rockburst. The applied dynamic disturbance at a high-stress level leads to a rapid occurrence of rockburst. In contrast, when the weak dynamic disturbance is applied at a low-stress level, rockburst will occur in a gradual manner. In addition, compared with that without dynamic disturbance, rockburst with the weak dynamic disturbance starting at high-stress level has a higher intensity, while that with weak dynamic disturbance starting at low high-stress level has a lower intensity. This is because that weak dynamic disturbance starting at high-stress level is capable of stimulating and amplifying the energy release process, while weak dynamic disturbance starting at a low-stress level is only capable of stimulating the energy release process.
In the process of freezing vertical shaft blasting, the baseline drift and noise in the near area monitoring signal have significant influence on the fine extraction of local characteristics. On the basis of effective acquisition of shaft lining vibration signals in near field of blasting, complementary ensemble empirical mode decomposition (CEEMD) method, baseline estimation and de-noising with sparsity (BEADS) method and hidden Markov model de-noising (HMMD) method and so on are used to solve the problem of baseline drift and random noise elimination in the signal, and the correlation evaluation of correction and noise elimination effect is carried out by cross wavelet transform (CWT). The analysis results show that: the slowly changing baseline component in the signal exists the whole process of each modal component, and it is mainly concentrated in the low frequency component, while the noise is concentrated in the high frequency component. The combined analysis method can deal with low frequency baseline drift and high frequency noise effectively. It is an efficient and relatively amplitude-preserving signal analysis method, and can be used to preprocess of batch blasting vibration signal data.
To analyze the effect of porous materials on the explosion characteristics of premixed gas, a self-built explosion experiment platform was used to investigate the behavior of porous materials with different porosities and thicknesses on premixed methane/air gas explosion with a stoichiometric ratio of 1. Experimental studies have shown that porous materials with different porosities can either promote or suppress the explosive flame and overpressure. When the porosity was low, the propagation speed of the deflagration flame decreased with the increase of material thickness, and when the thickness was large, the flame had a short propagation delay. When the porosity was high, the quenching effect occurred when the premixed flame impacted the porous material. However, in the following period, due to negative pressure suction, diffusion combustion occurred on the surface of the material towards the side of the exploded area, and the degree of diffusion combustion was inversely proportional to the thickness of the material. The solid phase structure of porous materials could reduce the efficiency of pressure release and absorb energy, resulting in increasing the rate of explosion overpressure rise and reducing the overpressure peak. When the porous material with δ=10 were used to promote flame propagation, compared with premixed gas explosions with a stoichiometric ratio of 1, the peak overpressure could be increased by about 2 times at most, causing more serious consequences. Quenching occurred when flame impacted the porous material with δ=20, and the maximum overpressure attenuation was 47.17%. The maximum overpressure decreased by 24.62% at the porous material with δ=30.
The dynamic response of buried high density polyethylene (HDPE) bellows under blasting seismic load was studied. First, the blasting test of buried pipeline was carried out by combining the blasting seismic test and dynamic strain test. Secondly, the dynamic response characteristics of buried pipeline under blasting seismic load were analyzed. Then, the characteristics of vibration velocity and dynamic strain distribution were studied. Finally, the pipe safety was evaluated based on the von Mises yield criterion, and the blasting vibration velocity control standard was proposed. The experimental results show that the vibration velocity of pipeline and ground and the dynamic strain of pipeline increase with the decrease of core distance and the increase of explosive quantity. The dominant frequency of blasting seismic wave is higher. The dominant frequency of pipeline is higher than the surface. Under the same blasting condition, the ground vibration velocity above the pipeline is generally higher than that of the pipeline. The peak axial strain on the back explosion side of the pipeline section is mainly tensile strain, and the peak circumferential strain on the front explosion side is mainly compressive strain. The vibration velocity of the pipeline can be safely controlled by 20 cm·s−1, and the pipeline is in a safe state.
Experimentalinvestigationonprojectileshigh-velocitypenetration intoconcretetarget
HE Xiang, XU Xiang-yun, SUN Gui-juan, SHEN Jun, YANG Jian-chao, JIN Dong-liang
2010, 30(1): 1-6.   doi: 10.11883/1001-1455(2010)01-0001-06
[Abstract](2006) PDF(397)
KUAI Nian-sheng, HUANG Wei-xing, YUAN Jing-jie
2012, 32(4): 432-438.   doi: 10.11883/1001-1455(2012)04-0432-07
[Abstract](1673) PDF(321)
Review of the development of Hopkinson pressure bar technique in China
Hu Shi-sheng, Wang Li-li, Song Li, Zhang Lei
2014, 34(6): 641-657.   doi: 10.11883/1001-1455(2014)06-0641-17
[Abstract](2785) PDF(1306)
ZHANG Wei, XIAO Xin-ke, WEI Gang
2011, 31(1): 81-87.   doi: 10.11883/1001-1455(2011)01-0081-07
[Abstract](1995) PDF(323)
Experimentalinvestigationsonbehaviors ofprojectilehigh-speedwaterentry
ZHANG Wei, GUO Zi-tao, XIAO Xin-ke, WANG Cong
2011, 31(6): 579-584.   doi: 10.11883/1001-1455(2011)06-0579-06
[Abstract](1756) PDF(255)
Explosion characteristics of coal dust in a sealed vessel
GAO Cong, LI Hua, SU Dan, HUANG Wei-Xing
2010, 30(2): 164-168.   doi: 10.11883/1001-1455(2010)02-0164-05
[Abstract](4792) PDF(2477)
ZHONG Dong-wang, WU Liang, YU Gang
2010, 30(5): 456-462.   doi: 10.11883/1001-1455(2010)05-0456-07
[Abstract](1581) PDF(213)
YANG Jian-hua, LU Wen-bo, CHEN Ming, ZHOU Chuang-bing
2012, 32(2): 157-163.   doi: 10.11883/1001-1455(2012)02-0157-07
[Abstract](1906) PDF(286)
Asimulation-basedexperimentalstudyonexplosionstresswavepropagation andattenuationincoa
CHU Huai-bao, YANG Xiao-lin, HOU Ai-jun, YU Yong-qiang, LIANG Wei-min
2012, 32(2): 185-189.   doi: 10.11883/1001-1455(2012)02-0185-05
[Abstract](1822) PDF(408)
Damage characteristics of sandwich bulkhead under the impact of shock and high-velocity fragments
Hou Hai-liang, Zhang Cheng-liang, Li Mao, Hu Nian-ming, Zhu Xi
2015, 35(1): 116-123.   doi: 10.11883/1001-1455(2015)01-0116-08
[Abstract](2072) PDF(553)
Design and impact analysis of a high-g accelerometer
SHI Yun-Bo, ZHU Zheng-Qiang, LIU Xiao-Peng, DU Kang, LIU Jun
2010, 30(3): 329-332.   doi: 10.11883/1001-1455(2010)03-0329-04
[Abstract](6357) PDF(330)
Damage modes of stiffened plates subjected to underwater explosion load
ZHU Xi, MOU Jin-Lei, WANG Heng, ZHANG Zhen-Hua
2010, 30(3): 225-231.   doi: 10.11883/1001-1455(2010)03-0225-07
[Abstract](5903) PDF(187)
Large eddy simulation for the multi-viscosity-fluid and turbulence
BAI Jin-Song, WANG Tao, ZOU Li-Yong, LI Ping
2010, 30(3): 262-268.   doi: 10.11883/1001-1455(2010)03-0262-07
[Abstract](5285) PDF(207)
Dynamic response of foam sandwich plates subjected to impact loading
SONG Yan-Ze, WANG Zhi-Hua, ZHAO Long-Mao, ZHAO Yong-Gang
2010, 30(3): 301-307.   doi: 10.11883/1001-1455(2010)03-0301-07
[Abstract](5142) PDF(270)
On dynamic structural response of an airplane landing onto water
He-Qian, LI Yuan-Sheng, LI Lei, YUE Zhu-Feng
2010, 30(2): 125-130.   doi: 10.11883/1001-1455(2010)02-0125-06
[Abstract](4300) PDF(191)
Explosion characteristics of coal dust in a sealed vessel
GAO Cong, LI Hua, SU Dan, HUANG Wei-Xing
2010, 30(2): 164-168.   doi: 10.11883/1001-1455(2010)02-0164-05
[Abstract](4792) PDF(229)
Characteristics of ultra-high performance cementitious composites under explosion
RONG Zhi-Dan, SUN Wei, ZHANG Yun-Sheng, ZHANG Wen-Hua
2010, 30(3): 232-238.   doi: 10.11883/1001-1455(2010)03-0232-07
[Abstract](5219) PDF(201)
Design and realization of an acceleration measurement system by using Model 1221
ZHU Yi-Chao, GAO Cheng, LI Yan-Xin, CHEN Yong-Guang
2010, 30(3): 333-336.   doi: 10.11883/1001-1455(2010)03-0333-04
[Abstract](4927) PDF(195)
Acoustic emission experiment of rock failure under coupled static-dynamic load
WANG Qi-Sheng, WAN Guo-Xiang, LI Xi-Bing
2010, 30(3): 247-253.   doi: 10.11883/1001-1455(2010)03-0247-07
[Abstract](5164) PDF(202)
A calculation method for supercavity profile about a slender cone-shaped projectile traveling in water at subsonic speed
ZHANG Zhi-Hong, MENG Qing-Chang, GU Jian-Nong, WANG Chong
2010, 30(3): 254-261.   doi: 10.11883/1001-1455(2010)03-0254-08
[Abstract](5107) PDF(176)
Explosion mechanism of carbon powder
LAI Cheng-Feng, DUAN Zi-Hua, ZHANG Yong-Fa, ZHANG Lao-Lao
2010, 30(3): 325-328.   doi: 10.11883/1001-1455(2010)03-0325-04
[Abstract](5196) PDF(217)
ZHANG Ding-Shan, WANG Hao, FENG Guo-Zeng, LIU Bin, GUO Jin-Yan
2010, 30(3): 314-319.   doi: 10.11883/1001-1455(2010)03-0314-06
[Abstract](4895) PDF(205)
Penetration of cylindrical-nose-tip projectiles into concrete targets
SUN Chuan-Jie, LU Yong-Gang, ZHANG Fang-Ju, LI Hui-Min
2010, 30(3): 269-275.   doi: 10.11883/1001-1455(2010)03-0269-07
[Abstract](5249) PDF(187)
Three-dimensional discrete element simulation of hot spots in explosives under shock loading
SHANG Hai-Lin, ZHAO Feng, WANG Wen-Qiang, FU Hua
2010, 30(2): 131-137.   doi: 10.11883/1001-1455(2010)02-0131-07
[Abstract](4340) PDF(190)
Performance of a 60 kJ electric gun
CHEN Lin, DAI Ying-Min, SU Jian-Jun, FENG Shu-Ping, XIE Wei-Ping, WANG Hui, REN Jing, WU Shou-Dong, LI Ye
2010, 30(3): 283-287.   doi: 10.11883/1001-1455(2010)03-0283-05
[Abstract](6713) PDF(225)
Dynamic deformations of 921A steel pure shear hat-shaped specimen in SHPB tests
LI Ji-Cheng, CHEN Xiao-Wei, CHEN Gang
2010, 30(3): 239-246.   doi: 10.11883/1001-1455(2010)03-0239-08
[Abstract](5315) PDF(197)
Prediction of the lower flammability limits of hydrocarbons based on the quantitative structure-property relationship studies
PAN Yong, JIANG Jun-Cheng, WANG Rui
2010, 30(3): 288-294.   doi: 10.11883/1001-1455(2010)03-0288-07
[Abstract](4982) PDF(200)
Theory analysis on shock-induced chemical reaction of reactive metal
ZHANG Xian-Feng, ZHAO Xiao-Ning, QIAO Liang
2010, 30(2): 145-151.   doi: 10.11883/1001-1455(2010)02-0145-07
[Abstract](4603) PDF(230)
Effects of reinforcement ratio and impact position on anti-penetration properties of reinforced concrete
Lou-Jian-Feng, WANG Zheng, ZHU Jian-Shi, ZHANG Feng-Guo, HONG Tao
2010, 30(2): 178-182.   doi: 10.11883/1001-1455(2010)02-0178-05
[Abstract](4231) PDF(189)
Application of DCD scheme to computation of two-phase flow interior ballistics for fractured propellant bed
YUAN Lai-Feng, RUI Xiao-Ting, WANG Guo-Ping, CHEN Tao
2010, 30(3): 295-300.   doi: 10.11883/1001-1455(2010)03-0295-06
[Abstract](4343) PDF(849)
Effect of different explosion or shock seismic inputs on efficiency of a whole vibration-isolating system
DU Jian-Guo, XIE Qing-Liang, FENG Jin-Ji, LI Li-Sha
2010, 30(3): 276-282.   doi: 10.11883/1001-1455(2010)03-0276-07
[Abstract](4949) PDF(162)
Review on research and development of water-entry impact problem
WANG Yong-hu, SHI Xiu-hua
2008, 28(3): 276-282.   doi: 10.11883/1001-1455(2008)03-0276-07
[Abstract](2324) PDF(267)
Shock wave propagation characteristics in C30 concrete under plate impact loading
WANG Yong-Gang, WANG Li-Li
2010, 30(2): 119-124.   doi: 10.11883/1001-1455(2010)02-0119-06
[Abstract](4604) PDF(181)
Pressure desensitization of emulsion explosives sensitized by compound sensitizers
WANG Yin-Jun, LI Yu-Jing, GAN De-Huai
2010, 30(3): 308-313.   doi: 10.11883/1001-1455(2010)03-0308-06
[Abstract](5838) PDF(182)
Effects of plane shock loading on structure of Ti6Al4V alloy
WEN Xia, YANG Shi-Yuan, WANG Jun-Xia, ZHANG Lin, LIU Xiao-Nan
2010, 30(3): 320-324.   doi: 10.11883/1001-1455(2010)03-0320-05
[Abstract](4921) PDF(203)
Influence factors of gas explosion venting in linked vessels
Sun Wei, Wang Zhirong, Ma Longsheng, Liu Minghan, Yang Chenjian
2016, 36(4): 457-464.   doi: 10.11883/1001-1455(2016)04-0457-08
[Abstract](3023) [FullText HTML](1311) PDF(1311)
Power capability and parameters of JWL equation of state for RDX-based PBX
Wang Xinying, Wang Shushan, Xu Yuxin, Hu Sai
2016, 36(2): 242-247.   doi: 10.11883/1001-1455(2016)02-0242-06
[Abstract](4207) [FullText HTML](1630) PDF(1630)
Blast resistance of large underground rock caverns in hydraulic power stations
ZHAO Bao-You, MA Zhen-Yue, LIANG Bing, XU Wei, XU Xin-Yong
2010, 30(2): 183-190.   doi: 10.11883/1001-1455(2010)02-0183-08
[Abstract](3971) PDF(192)
Review of the development of Hopkinson pressure bar technique in China
Hu Shi-sheng, Wang Li-li, Song Li, Zhang Lei
2014, 34(6): 641-657.   doi: 10.11883/1001-1455(2014)06-0641-17
[Abstract](2785) PDF(211)
Kinetics of isothermal phase transition of HMX based on quantitative phase analysis using the Rietveld method
XUE Chao, SUN Jie, SONG Gong-Bao, KANG Bin, XIA Yun-Xia
2010, 30(2): 113-118.   doi: 10.11883/1001-1455(2010)02-0113-06
[Abstract](4789) PDF(201)
Deflagration characteristics of a preheated CO-air mixture in a duct
ZHANG Liang, WEI Xiao-Lin, YU Li-Xin, ZHANG Yu, LI Teng, LI Bo
2010, 30(2): 191-196.   doi: 10.11883/1001-1455(2010)02-0191-06
[Abstract](3987) PDF(216)
Failure mechanism of single-layer reticulated domes subjected to impact loads
Wang-Duo-Zhi, FAN Feng, ZHI Xu-Dong, SHEN Shi-Zhao
2010, 30(2): 169-177.   doi: 10.11883/1001-1455(2010)02-0169-09
[Abstract](4001) PDF(198)
Experiments and numerical simulations of sympathetic detonation of explosives in shell
WANG Chen, WU Jun-Ying, CHEN Lang, LU Jian-Ying, GUO Xin, WANG Xiao-Feng
2010, 30(2): 152-158.   doi: 10.11883/1001-1455(2010)02-0152-07
[Abstract](4858) PDF(233)
Dynamic behavior of concrete under static triaxial loadingusing 3D-Hopkinson bar
Songlin Xu, Pengfei Wang, Jian Zhao, Shisheng Hu
2017, 37(2): 180-185.   doi: 10.11883/1001-1455(2017)02-0180-06
[Abstract](4417) [FullText HTML](2383) PDF(2383)
Dynamic response of woven Kevlar/Epoxy composite laminatesunder impact loading
Ma Xiaomin, Li Shiqiang, Li Xin, Wang Zhihua, Wu Guiying
2016, 36(2): 170-176.   doi: 10.11883/1001-1455(2016)02-0170-07
[Abstract](3606) [FullText HTML](1620) PDF(1620)
FEM analysis of impact experiments with steel plated concrete walls based on ANSYS/LS-DYNA
Zhu Xiu-yun, Pan Rong, Lin Gao, Li Liang
2015, 35(2): 222-228.   doi: 10.11883/1001-1455(2015)02-0222-07
[Abstract](3365) PDF(240)
Multiple elastic-plastic impacts of a simply supported beam struck by a round-nosed mass
LIU Zhong-Hua, YIN Xiao-Chun
2010, 30(2): 138-144.   doi: 10.11883/1001-1455(2010)02-0138-07
[Abstract](3688) PDF(178)
Experimental research on bubble pulse of small scale charge exploded under simulated deep water
Ma Kun, Chu Zhe, Wang Ke-hui, Li Zhi-kang, Zhou Gang
2015, 35(3): 320-325.   doi: 10.11883/1001-1455-(2015)03-0320-06
[Abstract](2700) PDF(216)
Formationandterminaleffectofanexplosively-formedpenetrator madebyenergeticmaterials
Wan Wen-qian, Yu Dao-qiang, Peng Fei, Wang Wei-ming, Yang Tian-hai
2014, 34(2): 235-240.   doi: 10.11883/1001-1455(2014)02-0235-06
[Abstract](2747) PDF(199)
Deformation and failure of reinforced concrete beams under blast loading
Li Meng-shen, Li Jie, Li Hong, Shi Cun-cheng, Zhang Ning
2015, 35(2): 177-183.   doi: 10.11883/1001-1455(2015)02-0177-07
[Abstract](2394) PDF(193)
Talk about dynamic strength and damage evolution
Lili Wang, Shisheng Hu, Liming Yang, Xinlong Dong, Hui Wang
2017, 37(2): 169-179.   doi: 10.11883/1001-1455(2017)02-0169-11
[Abstract](5510) [FullText HTML](3125) PDF(3125)
Effects of reflected wave on premixed-gas explosion and dynamic response of tube shells
Zhou Ning, Zhang Bingbing, Feng Lei, Geng Ying, Jiang Shuai, Zhang Lu
2016, 36(4): 541-547.   doi: 10.11883/1001-1455(2016)04-0541-07
[Abstract](3319) [FullText HTML](1696) PDF(1696)
Dynamic caustic experiment on fracture behaviors of flawed material induced by pre-notched blasting
Yang Renshu, Xu Peng, Yang Liyun, Chen Cheng
2016, 36(2): 145-152.   doi: 10.11883/1001-1455(2016)02-0145-08
[Abstract](3940) [FullText HTML](1546) PDF(1546)
Correlation between the critical tube diameter and annular interval for detonation wave in high-concentration argon diluted mixtures
Yu Jian-liang, Gao Yuan, Yan Xing-qing, Gao Wei
2015, 35(4): 603-608.   doi: 10.11883/1001-1455(2015)04-0603-06
[Abstract](2568) PDF(212)
Numerical analysis on liquid sloshing in storage container by nonlinear dynamics method
Li Wen-sheng, Zhao You-qing, Jia Shan-po, Wang Kai, Tan Ji-ke
2014, 34(1): 86-92.  
[Abstract](2649) PDF(254)
Sensitivity analysis for impact resistance of steel plate concrete walls based on force vs. time-history analysis
Zhu Xiuyun, Lin Gao, Pan Rong, Lu Yu
2016, 36(5): 670-679.   doi: 10.11883/1001-1455(2016)05-0670-10
[Abstract](3976) [FullText HTML](2119) PDF(2119)
One-dimensional yield behavior of MDYB-3 polymethyl methacrylate at different strain rates
Deng Xiao-Qiu, Li Zhi-Qiang, Zhou Zhi-Wei, Wang Zhi-Hua, Yao Xiao-Hu
2015, 35(3): 312-319.   doi: 10.11883/1001-1455-(2015)03-0312-08
[Abstract](2657) PDF(195)
One parameter-obtained method for JWL equation of state considered detonation parameters
Nan Yu-xiang, Jiang Jian-wei, Wang Shu-you, Men Jian-bing
2015, 35(2): 157-163.   doi: 10.11883/1001-1455(2015)02-0157-07
[Abstract](2574) PDF(206)
Theoretical studies for calculating the detonation products and properties of explosives
Du Ming-ran, Wang Xu-guang, Guo Zi-ru, Yan Shi-long
2015, 35(4): 449-453.   doi: 10.11883/1001-1455(2015)04-0449-05
[Abstract](2752) PDF(300)
Review of pyroshock simulation andresponse prediction methods in spacecraft
Zhao Xin, Ding Jifeng, Han Zengyao, Zou Yuanjie
2016, 36(2): 259-268.   doi: 10.11883/1001-1455(2016)02-0259-10
[Abstract](4372) [FullText HTML](2110) PDF(2110)
Jiang Qi, Liu Tong, Wang Ru-heng, Pan Ting
2014, 34(2): 229-234.   doi: 10.11883/1001-1455(2014)02-0229-06
[Abstract](2470) PDF(225)
Energy-absorbing structure design and crashworthiness analysis of high-speed trains
Li Song-yan, Zheng Zhi-jun, Yu Ji-lin
2015, 35(2): 164-170.   doi: 10.11883/1001-1455(2015)02-0164-07
[Abstract](2853) PDF(241)
Material key parameters measurement method in the dynamic tensile testing at intermediate strain rates
Bai Chun-yu, Liu Xiao-chuan, Zhou Su-feng, Li Wei-ming, Shu Wan
2015, 35(4): 507-512.   doi: 10.11883/1001-1455(2015)04-0507-06
[Abstract](2413) PDF(222)
Study on the model of hot-spot ignition based on friction generated heat on the microcrack face
Lou Jian-feng, Zhang Yan-geng, Hong Tao, Zhou Ting-ting, Guo Shao-dong
2015, 35(6): 807-811.   doi: 10.11883/1001-1455(2015)06-0807-05
[Abstract](2496) PDF(191)
Ma Qing-peng, He Chun-tao, Wang Cong, Wei Ying-jie, Lu Zhong-lei, Sun Jian
2014, 34(2): 174-180.   doi: 10.11883/1001-1455(2014)02-0174-07
[Abstract](2893) PDF(230)
Constitutive model of transparent aviation polyurethane at high strain rates
Zhang Long-hui, Zhang Xiao-qing, Yao Xiao-hu, Zang Shu-guang
2015, 35(1): 51-56.   doi: 10.11883/1001-1455(2015)01-0051-06
[Abstract](2827) PDF(203)
Numerical analysis of dynamic response and impact resistance of a large-span rock shed in a tunnel under rockfall impact
Wang Shuang, Zhou Xiaojun, Jiang Bo, Zhou Yuefeng
2016, 36(4): 548-556.   doi: 10.11883/1001-1455(2016)04-0548-09
[Abstract](3548) [FullText HTML](1667) PDF(1667)
Application of pulse shaping technique in Hopkinson bar experiments
Guo Chun-huan, Zhou Pei-jun, Lu Zi-chun, Chang Yun-peng, Zou Guang-ping, Jiang Feng-chun
2015, 35(6): 881-887.   doi: 10.11883/1001-1455(2015)06-0881-07
[Abstract](2339) PDF(211)
Experiment and numerical simulation on ignition of charge by fragment impact
Sun Bao-ping, Duan Zhuo-ping, Zhang Hai-ying, Liu Yan, Huang Feng-lei
2013, 33(5): 456-462.   doi: 10.11883/1001-1455(2013)05-0456-07
[Abstract](3169) PDF(227)
Moleculardynamicssimulationonthermaldecompositionmechanism ofCL-20withdifferentpolymorphs
Zhang Li, Chen Lang, Wang Chen, Wu Jun-ying
2014, 34(2): 188-195.   doi: 10.11883/1001-1455(2014)02-0188-07
[Abstract](2945) PDF(249)
Experimental study on penetration-resistance characteristics of honeycomb shelter
Wang Qifan, Shi Shaoqing, Wang Zheng, Sun Jianhu, Chu Zhaojun
2016, 36(2): 253-258.   doi: 10.11883/1001-1455(2016)02-0253-06
[Abstract](3618) [FullText HTML](1602) PDF(1602)
Effect of airflow characteristics on flame structure for following lycopodium dust-air mixtures in a long horizontal tube
Gao Wei, Abe Shuntaro, Rong Jian-zhong, Dobashi Ritsu
2015, 35(3): 372-379.   doi: 10.11883/1001-1455-(2015)03-0372-08
[Abstract](2603) PDF(198)
Buckling and energy absorption properties of thin-walled corrugated tubes under axial impacting
Hao Wen-qian, Lu Jin-shuai, Huang Rui, Liu Zhi-fang, Wang Zhi-hua
2015, 35(3): 380-385.   doi: 10.11883/1001-1455-(2015)03-0380-06
[Abstract](2641) PDF(196)
Numericalsimulationondetonatingshelledexplosives byenergeticfragments
Li Xu-feng, Li Xiang-dong, Gu Wen-bin, Li Yu-chun, Qin Ru-ping
2014, 34(2): 202-208.   doi: 10.11883/1001-1455(2014)02-0202-07
[Abstract](2696) PDF(213)
Simulation of cook-off for AP/HTPB composition propellant in base bleed unit at different heating rates
Li Wenfeng, Yu Yonggang, Ye Rui, Yang Houwen
2017, 37(1): 46-52.   doi: 10.11883/1001-1455(2017)01-0046-07
[Abstract](3159) [FullText HTML](1280) PDF(1280)
SPH simulation on the behaviors of projectile water entry
Zhou Jie, Xu Shengli
2016, 36(3): 326-332.   doi: 10.11883/1001-1455(2016)03-0326-07
[Abstract](3872) [FullText HTML](1976) PDF(1976)
Numerical simulation on shock waves generated by explosive mixture gas from large nuclear blast load generator based on equivalent-energy principles
Zhang Xiu-hua, Zhang Chun-wei, Duan Zhong-dong
2014, 34(1): 80-86.   doi: 10.11883/1001-1455(2014)01-0080-07
[Abstract](2745) PDF(187)
Dynamic analysis of aircraft impacting on concrete structures
Li Xiao-jun, Hou Chun-lin, He Qiu-mei, Mei Ze-hong
2015, 35(2): 215-221.   doi: 10.11883/1001-1455(2015)02-0215-07
[Abstract](2696) PDF(186)
Dynamic buckling of elastic rectangular thin plates subjected to in-plane impact
Mao Liu-wei, Wang An-wen, Deng Lei, Han Da-wei
2014, 34(4): 385-391.   doi: 10.11883/1001-1455(2014)04-0385-07
[Abstract](2695) PDF(165)
The ballistic performance of Q235 metal plates subjected to impact by hemispherically-nosed projectiles
Deng Yun-fei, Meng Fan-zhu, Li Jian-feng, Wei Gang
2015, 35(3): 386-392.   doi: 10.11883/1001-1455(2015)03-0386-07
[Abstract](2638) PDF(238)
Research progress of buildings and structures subjected to aircraft impact
Liu Jingbo, Han Pengfei, Lin Li, Lu Xinzheng, Cen Song
2016, 36(2): 269-278.   doi: 10.11883/1001-1455(2016)02-0269-10
[Abstract](4356) [FullText HTML](2321) PDF(2321)
Experimental study on expansion characteristics of twin combustion-gas jets in liquid-filled chambers
Xue Xiao-chun, Yu Yong-gang, Zhang Qi
2013, 33(5): 449-455.   doi: 10.11883/1001-1455(2013)05-0449-07
[Abstract](2940) PDF(187)
Simulation of flyers driven by detonation of copper azide
Jian Guozuo, Zeng Qingxuan, Guo Junfeng, Li Bing, Li Mingyu
2016, 36(2): 248-252.   doi: 10.11883/1001-1455(2016)02-0248-05
[Abstract](3704) [FullText HTML](1643) PDF(1643)
Two dimensional simulation for shock wave produced by strong explosion in free air
Yao Cheng-bao, Li Ruo, Tian Zhou, Guo Yong-hui
2015, 35(4): 585-590.   doi: 10.11883/1001-1455(2015)04-0585-06
[Abstract](2553) PDF(231)
Experiment and numerical simulation on expansion deformation and fracture of cylindrical shell
Ren Guo-wu, Guo Zhao-liang, Zhang Shi-wen, Tang Tie-gang, Jin Shan, Hu Hai-bo
2015, 35(6): 895-900.   doi: 10.11883/1001-1455(2015)06-0895-06
[Abstract](2349) PDF(199)
2014, 34(3): 307-314.   doi: 10.11883/1001-1455(2014)03-0307-08
[Abstract](2601) PDF(189)
perforation of concrete targets with finite thickness by projectiles deceleration
GE Tao, LIU Bao-Rong, WANG Ming-Yang
2010, 30(2): 159-163.   doi: 10.11883/1001-1455(2010)02-0159-05
[Abstract](3910) PDF(185)
Explosion-driven electromagnetic induction pulse generator
Ben Chi, He Yong, Pan Xuchao, He Yuan, Ling Qi
2016, 36(1): 43-49.   doi: 10.11883/1001-1455(2016)01-0043-07
[Abstract](3551) [FullText HTML](2112) PDF(2112)
Strain rate and temperature sensitivity and constitutive model of YB-2 of aeronautical acrylic polymer
Shi Fei-fei, Suo Tao, Hou Bing, Li Yu-long
2015, 35(6): 769-776.   doi: 10.11883/1001-1455(2015)06-0769-08
[Abstract](2606) PDF(205)
Non-intrusive polynomial chaos methods and its application in the parameters assessment of explosion product JWL
Wang Rui-li, Liu Quan, Wen Wan-zhi
2015, 35(1): 9-15.   doi: 10.11883/1001-1455(2015)01-0009-07
[Abstract](2928) PDF(195)
An analysis of rockburst fracture micromorphology and study of its mechanism
Zhao Kang, Zhao Hong-yu, Jia Qun-yan
2015, 35(6): 913-918.   doi: 10.11883/1001-1455(2015)06-0913-06
[Abstract](2237) PDF(215)
Study of strain energy based shear model for single lap bolt
Kou Jianfeng, Xu Fei, Feng Wei
2017, 37(1): 10-14.   doi: 10.11883/1001-1455(2017)01-0001-09
[Abstract](3311) [FullText HTML](1410) PDF(1410)
Numericalcal culation of early fireball radiation spectrum in strong explosion
Gao Yin-Jun, Yan Kai, Tian Zhou, Liu Feng
2015, 35(3): 289-295.   doi: 10.11883/1001-1455-(2015)03-0289-07
[Abstract](2699) PDF(184)
Experimental study on gas explosion hazard under different temperatures and pressures
Gao Na, Zhang Yansong, Hu Yiting
2016, 36(2): 218-223.   doi: 10.11883/1001-1455(2016)02-0218-06
[Abstract](4124) [FullText HTML](1639) PDF(1639)
Numerical simulation of fracture toughness test under high strain rate
Ye Bo, Wu Xutao, Hu Fenghui, Liao Li
2016, 36(3): 416-421.   doi: 10.11883/1001-1455(2016)03-0416-06
[Abstract](2766) [FullText HTML](876) PDF(876)
Numerical simulation on penetration of concrete target by shaped charge jet with SPH method
Qiang Hongfu, Fan Shujia, Chen Fuzhen, Liu Hu
2016, 36(4): 516-524.   doi: 10.11883/1001-1455(2016)04-0516-09
[Abstract](3859) [FullText HTML](1726) PDF(1726)
Deformation with damage and temperature-rise of two types of plastic-bonded explosives under uniaxial compression
Li Tao, Fu Hua, Li Kewu, Gu Yan, Liu Cangli
2017, 37(1): 120-125.   doi: 10.11883/1001-1455(2017)01-0120-06
[Abstract](3145) [FullText HTML](1234) PDF(1234)
A novel auxetic broadside defensive structure for naval ships
Yang De-qing, Ma Tao, Zhang Geng-lin
2015, 35(2): 243-248.   doi: 10.11883/1001-1455(2015)02-0243-06
[Abstract](2890) PDF(200)
Numerical simulation on dynamic response of polyurethane/steel sandwich structure under blast loading
Zou Guang-ping, Sun Hang-qi, Chang Zhong-liang, Xiong Hai-lin
2015, 35(6): 907-912.   doi: 10.11883/1001-1455(2015)06-0907-06
[Abstract](2423) PDF(205)
Interface treating methods for the gas-water multi-phase flows
Xu Shuang, Zhao Ning, Wang Chun-wu, Wang Dong-hong
2015, 35(3): 326-334.   doi: 10.11883/1001-1455-(2015)03-0326-09
[Abstract](2566) PDF(198)
Simulation of free surface particle velocity of flyer under the strong detonation drive
Yuan Shuai, Wen Shang-gang, Li Ping, Dong Yu-bin
2015, 35(2): 197-202.   doi: 10.11883/1001-1455(2015)02-0197-06
[Abstract](2467) PDF(197)
Impact analysis of shock environment from floating shock platform on equipment response
Wang Jun, Yao Xiong-liang, Yang Di
2015, 35(2): 236-242.   doi: 10.11883/1001-1455(2015)02-0236-07
[Abstract](2600) PDF(215)
Influence of void coalescence on spall evolution of ductile polycrystalline metal under dynamic loading
Zhang Fengguo, Zhou Hongqiang, Hu Xiaomian, Wang Pei, Shao Jianli, Feng Qijing
2016, 36(5): 596-602.   doi: 10.11883/1001-1455(2016)05-0596-07
[Abstract](3521) [FullText HTML](1675) PDF(1675)
Anti-blast analysis of graded cellular sacrificial cladding
Zhengyu Cai, Yuanyuan Ding, Shilong Wang, Zhijun Zheng, Jilin Yu
2017, 37(3): 396-404.   doi: 10.11883/1001-1455(2017)03-0396-09
[Abstract](4151) [FullText HTML](2597) PDF(2597)
Research advances of safety assessment of bridges under blast load
Zhang Yu, Li Guoqiang, Chen Kepeng, Chen Airong
2016, 36(1): 135-144.   doi: 10.11883/1001-1455(2016)01-0135-10
[Abstract](4607) [FullText HTML](2061) PDF(2061)
Simulation on dynamic pressure of premixed methane/air explosion in open-end pipes
Hong Yidu, Lin Baiquan, Zhu Chuanjie
2016, 36(2): 198-209.   doi: 10.11883/1001-1455(2016)02-0198-12
[Abstract](3439) [FullText HTML](1613) PDF(1613)
Numerical simulation on mechanism of fractured rock burst in deep underground tunnels
Zhao Hong-liang, Zhou You-he
2015, 35(3): 343-349.   doi: 10.11883/1001-1455-(2015)03-0343-07
[Abstract](2485) PDF(192)
Progress in high-power laser ramp compression of solids
Li Mu, Sun Cheng-wei, Zhao Jian-heng
2015, 35(2): 145-156.   doi: 10.11883/1001-1455(2015)02-0145-12
[Abstract](1649) PDF(45)
A study of vorticity characteristics of shock-flame interaction
Zhu Yue-jin, Dong Gang
2015, 35(6): 839-845.   doi: 10.11883/1001-1455(2015)06-0839-07
[Abstract](2214) PDF(198)
Impact-induced initiation thresholds of polytetrafluoroethylene/Al composite by gas gun
GE Chao, Wubuliaisan MAIMAITITUERSUN, TIAN Chao, DONG Yongxiang, SONG Qing
2018, 38(1): 1-8.   doi: 10.11883/bzycj-2017-0030
[Abstract](2816) [FullText HTML](888) PDF(888)