Citation: | XU Shilang, WU Ping, ZHOU Fei, LI Qinghua, ZENG Tian, JIANG Xiao. Experimental investigation and numerical prediction on resistance of reactive powder concrete to multiple penetration[J]. Explosion And Shock Waves, 2021, 41(6): 063301. doi: 10.11883/bzycj-2020-0165 |
[1] |
任辉启, 穆朝明, 刘瑞朝, 等. 精确制导武器侵彻效应与工程防护 [M]. 北京: 科学出版社, 2016.
REN H Q, MU C M, LIU R C, et al. Penetration effects of precision guided weapons and engineering protection [M]. Beijing: Science Press, 2016.
|
[2] |
王振宇, 冯进技, 张殿臣. 国外小型钻地核武器的发展及防护建议 [C] // 中国土木工程学会防护工程分会第五届理事会暨第九次学术会议. 长春: 中国土木工程学会, 2004: 66–69.
WANG Z Y, FENG J J, ZHANG D C. Development of foreign small earth-penetrating nuclear weapons and relevant preventing measures [C] // The 5th Council and 9th Academic Conference of Protection Engineering Branch of China Society of Civil Engineering, Changchun: China Civil Engineering Society, 2004: 66–69.
|
[3] |
DANCYGIER A N, YANKELEVSKY D Z, JAEGERMANN C. Response of high performance concrete plates to impact of non-deforming projectiles [J]. International Journal of Impact Engineering, 2007, 34(11): 1768–1779. DOI: 10.1016/j.ijimpeng.2006.09.094.
|
[4] |
GEBBEKEN N, GREULICH S, PIETZSCH A. Hugoniot properties for concrete determined by full-scale detonation experiments and flyer-plate-impact tests [J]. International Journal of Impact Engineering, 2006, 32(12): 2017–2031. DOI: 10.1016/j.ijimpeng.2005.08.003.
|
[5] |
LEPPÄNEN J. Experiments and numerical analyses of blast and fragment impacts on concrete [J]. International Journal of Impact Engineering, 2005, 31(7): 843–860. DOI: 10.1016/j.ijimpeng.2004.04.012.
|
[6] |
KENNEDY R P. A review of procedures for the analysis and design of concrete structures to resist missile impact effect [J]. Nuclear Engineering and Design, 1976, 37(2): 183–203. DOI: 10.1016/0029-5493(76)90015-7.
|
[7] |
RICHARD P, CHEYREZY M. Composition of reactive powder concretes [J]. Cement and Concrete Research, 1995, 25(7): 1501–1511. DOI: 10.1016/0008-8846(95)00144-2.
|
[8] |
张文华, 张云升, 陈振宇. 超高性能混凝土抗缩比钻地弹侵彻试验及数值仿真 [J]. 工程力学, 2018, 35(7): 167–186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237.
ZHANG W H, ZHANG Y S, CHEN Z Y. Penetration test and numerical simulation of ultral-high performance concrete with a scaled earth penetrator [J]. Engineering Mechanics, 2018, 35(7): 167–186. DOI: 10.6052/j.issn.1000-4750.2017.03.0237.
|
[9] |
FARNAM Y, MOHAMMADI S, SHEKARCHI M. Experimental and numerical investigations of low velocity impact behavior of high-performance fiber-reinforced cement based composite [J]. International Journal of Impact Engineering, 2010, 37(2): 220–229. DOI: 10.1016/j.ijimpeng.2009.08.006.
|
[10] |
赖建中, 朱耀勇, 徐升, 等. 超高性能水泥基复合材料抗多次侵彻性能研究 [J]. 爆炸与冲击, 2013, 33(6): 601–607. DOI: 10.11883/1001-1455(2013)06-0601-07.
LAI J Z, ZHU Y Y, XU S, et al. Resistance of ultra-high-performance cementitious composites to multiple impact penetration [J]. Explosion and Shock Waves, 2013, 33(6): 601–607. DOI: 10.11883/1001-1455(2013)06-0601-07.
|
[11] |
WU H, FANG Q, CHEN X W, et al. Projectile penetration of ultra-high performance cement based composites at 510–1320 m/s [J]. Construction and Building Materials, 2015, 74: 188–200. DOI: 10.1016/j.conbuildmat.2014.10.041.
|
[12] |
HOLMQUIST T J, JOHNSON G R, COOK W H. A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures [C] // The 14th International Symposium on Ballistics. Quebec City: National Defense Research Establishment, Sweden, 1993.
|
[13] |
RIEDEL W, THOMA K, HIERMAIWE S, et al. Penetration of reinforced concrete by BETA-B-500, numerical analysis using a new macroscopic concrete model for hydrocodes [C] // The 9th International Symposion on the Interaction of the Effects of Munitions with Structures, Berlin Strausberg, 1999.
|
[14] |
MURRAY Y D. Users manual for LS-DYNA Concrete Material Model 159: FHWA-HRT-05-062 [R]. 2007.
|
[15] |
MALVAR L J, CRAWFORD J E, WESEVICH J W, et al. A plasticity concrete material model for DYNA3D [J]. International Journal of Impact Engineering, 1997, 19(9–10): 847–873. DOI: 10.1016/S0734-743X(97)00023-7.
|
[16] |
FORRESTAL M J, ALTMAN B S, CARGILE J D, et al. An empirical equation for penetration depth of ogive-nose projectiles into concrete targets [J]. International Journal of Impact Engineering, 1994, 15(4): 395–405. DOI: 10.1016/0734-743X(94)80024-4.
|
[17] |
FORRESTAL M J, FREW D J, HANCHAK S J, et al. Penetration of grout and concrete targets with ogive-nose steel projectiles [J]. International Journal of Impact Engineering, 1996, 18(5): 465–476. DOI: 10.1016/0734-743X(95)00048-F.
|
[18] |
崔亚男. 卵形头弹体撞击活性粉末混凝土失效特性实验研究[D]. 天津: 中国民航大学, 2019.
CUI Y N. Experimental study on the failure characteristics of reactive powder concrete impacted by ogive-nose projectiles [D]. Tianjin: Civil Aviation University of China, 2019.
|
[19] |
FENG J, GAO X D, LI J Z, et al. Influence of fiber mixture on impact response of ultra-high-performance hybrid fiber reinforced cementitious composite [J]. Composites Part B: Engineering, 2019, 163(1): 487–496. DOI: 10.1016/j.compositesb.2018.12.141.
|
[20] |
任根茂, 吴昊, 方秦, 等. 普通混凝土HJC本构模型参数确定 [J]. 振动与冲击, 2016, 35(18): 9–16. DOI: 10.13465/j.cnki.jvs.2016.18.002.
REN G M, WU H, FANG Q, et al. Determinations of HJC constitutive model parameters for normal strength concrete [J]. Journal of Vibration and Shock, 2016, 35(18): 9–16. DOI: 10.13465/j.cnki.jvs.2016.18.002.
|
[21] |
REN G M, WU H, FANG Q, et al. Triaxial compressive behavior of UHPCC and applications in the projectile impact analyses [J]. Construction and Building Materials, 2016, 113: 1–14. DOI: 10.1016/j.conbuildmat.2016.02.227.
|
[22] |
AFSHIN N, MOHAMMAD S, MASOUD M, et al. Behavior of steel fiber-reinforced cementitious mortar and high performance concrete in triaxial loading [J]. ACI Materials Journal, 2015, 112(1): 95–103. DOI: 10.14359/51686837.
|
[23] |
YU Z R, ZHAO H Z, AN M J, et al. Mechanical properties of reactive powder concrete under triaxial compression [J]. Journal of the China Railway Society, 2017(7): 121–126. DOI: 10.3969/j.issn.1001-8360.2017.07.017.
|
[24] |
FARNAM Y, MOOSAVI M, SHEKARCHI M, et al. Behaviour of slurry infiltrated fiber concrete (SIFCON) under triaxial compression [J]. Cement and Concrete Research, 2010, 40: 1571–1581. DOI: 10.1016/j.cemconres.2010.06.009.
|
[25] |
SIRIJARONCHAI K, EL-TAWIL S, PARRA-MONTESINOS G. Behavior of high performance fiber reinforced cement composites under multi-axial compressive loading [J]. Cement and Concrete Composites, 2010, 32: 62–72. DOI: 10.1016/j.cemconcomp.2009.09.003.
|
[26] |
ZHANG K, ZHAO L Y, TAO N, et al. Experimental investigation and multiscale modeling of reactive powder cement pastes subject to triaxial compressive stresses [J]. Construction and Building Materials, 2019, 224: 242–254. DOI: 10.1016/j.conbuildmat.2019.07.049.
|
[27] |
POLANCO-LORIA M. Improvements to the HJC concrete model in LS-DYNA: STF24 F01286 [R]. Trondheim, Norway, 2002.
|
[28] |
侯正纲, 三轴应力状态下混凝土强度研究[D]. 天津: 河北工业大学, 2006.
HOU Z G. Research on concrete strength under triaxial stresses [D]. Tianjin: Hebei University of Technology, 2006.
|
[29] |
闫东明, 林皋, 徐平. 三向应力状态下混凝土动态强度和变形特性研究 [J]. 工程力学, 2007, 24(3): 58–64. DOI: 10.3969/j.issn.1000-4750.2007.03.010.
YAN D M, LIN G, XU P. Dynamic strength and deformation of concrete in triaxial stress state [J]. Engineering Mechanics, 2007, 24(3): 58–64. DOI: 10.3969/j.issn.1000-4750.2007.03.010.
|
[30] |
熊益波, 胡永乐, 徐进, 等. 混凝土Johnson-Holmquist模型极限面参数确定 [J]. 兵工学报, 2010, 31(6): 746–751.
XIONG Y B, HU Y L, XU J, et al. Determining failure surface parameters of the Johnson-Holmquist concrete constitutive model [J]. Acta Armamentarii, 2010, 31(6): 746–751.
|
[31] |
谢和平, 董毓利, 李世平. 不同围压下混凝土受压弹塑性损伤本构模型的研究 [J]. 煤炭学报, 1996, 21(3): 265–270. DOI: 10.3321/j.issn:0253-9993.1996.03.009.
XIE H P, DONGY L, LI S P. Study of a constitutive model of elasto-plastic damage of concrete in axial compression test under different pressures [J]. Journal of China Coal Society, 1996, 21(3): 265–270. DOI: 10.3321/j.issn:0253-9993.1996.03.009.
|
[32] |
KONG X Z, FANG Q, LI Q M, et al. Modified K&C model for cratering and scabbing of concrete slabs under projectile impact [J]. International Journal of Impact Engineering, 2017, 108: 217–228. DOI: 10.1016/j.ijimpeng.2017.02.016.
|
[33] |
WEERHIJM J, DOORMAAL J C A M V. Tensile failure of concrete at high loading rates: new test data on strength and fracture energy from instrumented spalling tests [J]. International Journal of Impact Engineering, 2007, 34(3): 609–626. DOI: 10.1016/j.ijimpeng.2006.01.005.
|
[34] |
MAALEJ M, QUEK S T, ZHANG J. Behavior of hybrid-fiber engineered cementitious composites subjected to dynamic tensile loading and projectile impact [J]. Journal of Materials in Civil Engineering, 2005, 17(2): 143–152. DOI: 10.1061/(ASCE)0899-1561(2005)17:2(143).
|
[35] |
MALVAR L J. Review of static and dynamic properties of steel reinforcing bars [J]. ACI Materials Journal, 1998, 95(5): 609–616. DOI: 10.1016/S0886-7798(98)00088-1.
|
[36] |
MAO L, BARNETT S, BEGG D, et al. Numerical simulation of ultra high performance fibre reinforced concrete panel subjected to blast loading [J]. International Journal of Impact Engineering, 2014, 64: 91–100. DOI: 10.1016/j.ijimpeng.2013.10.003.
|
[37] |
MAO L, BARNETT S J. Investigation of toughness of ultra high performance fibre reinforced concrete (UHPFRC) beam under impact loading [J]. International Journal of Impact Engineering, 2017, 99: 26–38. DOI: 10.1016/j.ijimpeng.2016.09.014.
|
[38] |
PARK J K, KIM S W, KIM D J. Matrix-strength-dependent strain-rate sensitivity of strain-hardening fiber-reinforced cementitious composites under tensile impact [J]. Composites Structure, 2017, 162: 313–324. DOI: 10.1016/j.compstruct.2016.12.022.
|
[39] |
LIN X S. Numerical simulation of blast responses of ultra-high performance fibre reinforced concrete panels with strain-rate effect [J]. Construction and Building Materials, 2018, 176: 371–382. DOI: 10.1016/j.conbuildmat.2018.05.066.
|
[40] |
MARSH S P. LASL shock Hugoniot data [M]. California: University of California Press, 1980.
|
[41] |
高乐. 活性粉末混凝土高压状态方程研究[D]. 广州: 广州大学, 2011.
GAO L. Research on high pressure equation of RPC [D]. Guangzhou: Guangzhou University, 2011.
|
[42] |
严少华, 钱七虎, 周早生, 等. 高强混凝土及钢纤维高强混凝土高压状态方程的实验研究 [J]. 解放军理工大学学报(自然科学版), 2000, 1(6): 49–53. DOI: 10.3969/j.issn.1009-3443.2000.06.010.
YAN S H, QIAN Q H, ZHOU Z S, et al. Experimental study of equation of state for high-strength concrete and high-strength fiber foncrete [J]. Journal of PLA University of Science and Technology, 2000, 1(6): 49–53. DOI: 10.3969/j.issn.1009-3443.2000.06.010.
|