Athree-wavecouplingmethodfordatatreatment

inSHPBexperimentswithmetalsamples

SHANG Bing; HU Shi-sheng; JIANG Xi-quang

doi:10.11883/1001-1455(2010)04-0429-04

Volume 30 Issue 4

May 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Explosion And Shock Waves > 2010 > 30(4): 429-432

WU Hao, FANGQin, GONG Zi-ming. Semi-theoreticalanalysesforpenetrationdepthofrigidprojectileswithdifferentnosegeometriesintoconcrete(rock)target[J]. Explosion And Shock Waves, 2012, 32(6): 573-580. doi: 10.11883/1001-1455(2012)06-0573-08

Citation:

SHANG Bing, HU Shi-sheng, JIANG Xi-quang. Athree-wavecouplingmethodfordatatreatment inSHPBexperimentswithmetalsamples[J]. Explosion And Shock Waves, 2010, 30(4): 429-432. doi: 10.11883/1001-1455(2010)04-0429-04

Citation:

PDF( 514 KB)

Athree-wavecouplingmethodfordatatreatment inSHPBexperimentswithmetalsamples

doi: 10.11883/1001-1455(2010)04-0429-04

1.
SchoolofAerospaceandAeronautics,TsinghuaUniversity,Beijing100084,China;
2.
UniversityofScienceandTechnologyofChina,Hefei230026,Anhui,China;
3.
ArtilleryAcademy,Hefei230027,Anhui,China

More Information

Corresponding author: SHANG Bing
Publish Date: 2010-07-25

Abstract

Abstract

Therelativepositionsofincidentwave,transmission waveandreflection wavecanbe changedbytheself-developedprogram.Whentherelativepositionofthewavesisadjusted,theselfdevelopedprogramgivestwoimages. Oneimagedisplaysincident,transmission,reflectionwavesand thedifferencebetweentransmissionandincidentwaves.Theotherimagelaysoutthethreestrainstresscurvesofthespecimen. Thethreecurvesareplottedseparatelythroughincidentandtransmissionwaves, incidentandreflectionwaves,andthethreewavesfromthefirstimage.Accordingtothe basicassumptionsoftheSHPBexperiment,thethreecurvesshouldbeconsistentintheplasticregion, andthedifferenceoftransmissionandincidentwavesshouldbeequaltothereflectivewave. Thetwoequivalentcharacteristicscanbeusedascriteriaoftreatingtheexperimentaldatacorrectlyor not.Thisexperimentaldatatreatmentmethodiscalledthethree-wavecheckingmethod.
- solidmechanics,
- three-wavecoupling,
- SHPB,
- dataprocessing

FullText(HTML)

References(0)

References

Relative Articles

[1]	Qiu Xianyang, Shi Xiuzhi, Zhou Jian, Huang Dan, Chen Xin. On vibration reduction effect of short millisecond blasting by high-precision detonator based on HHT energy spectrum[J]. Explosion And Shock Waves, 2017, 37(1): 107-113. doi: 10.11883/1001-1455(2017)01-0107-07
[2]	Fei Honglu, Zeng Xiangyu, Yang zhiguang. Influence of tunnel excavation blasting vibration on earth's surface based on wavelet packet analysis[J]. Explosion And Shock Waves, 2017, 37(1): 77-83. doi: 10.11883/1001-1455(2017)01-0077-07
[3]	Wu Liang, Li Feng, Lu Wenbo, Chen Ming, Xu Feng. Vibration velocity threshold of a tunnel adjacent to surrounding layered rocks under blasting load[J]. Explosion And Shock Waves, 2017, 37(2): 208-214. doi: 10.11883/1001-1455(2017)02-0208-07
[4]	Lou Xiaoming, Zhou Wenhai, Jian Wenbing, Zheng Junjie. Control of delay time characterized by distribution of peak velocity-displacement vibration of millisecond blasting[J]. Explosion And Shock Waves, 2016, 36(6): 839-846. doi: 10.11883/1001-1455(2016)06-0839-08
[5]	Zhang Qingbin, Yang Junsheng, Wu Congshi, Zhang Xuemin, Liang Kuisheng, Liu Hongzhen, Fang Fenghua. Experiment of explosive consumption by blasting pretreated boulders with overlying stratum of rock-soil[J]. Explosion And Shock Waves, 2016, 36(5): 695-702. doi: 10.11883/1001-1455(2016)05-0695-08
[6]	Gong Min, Wu Hao-jun, Meng Xiang-dong, Li Yong-qiang. A precisely-controlled blasting method and vibration analysis for tunnel excavation under dense buildings[J]. Explosion And Shock Waves, 2015, 35(3): 350-358. doi: 10.11883/1001-1455(2015)03-0350-09
[7]	Zhu Jun, Yang Jian-hua, Lu Wen-bo, Chen Ming, Yan Peng. Influences of blasting vibration on the sidewall of underground tunnel[J]. Explosion And Shock Waves, 2014, 34(2): 153-160. doi: 10.11883/1001-1455(2014)02-0153-08
[8]	LuLiang, LongYuan, XieQuan-min, . Decompositionandenergydistributionofblastingvibrationsignal basedonsecondgenerationwaveletpacket(SGWP)[J]. Explosion And Shock Waves, 2013, 33(2): 140-147. doi: 10.11883/1001-1455(2013)02-0140-08
[9]	YANG Nian-hua, ZHANG Le. Blastingvibrationwaveformpredictionmethod basedonsuperpositionprinciple[J]. Explosion And Shock Waves, 2012, 32(1): 84-90. doi: 10.11883/1001-1455(2012)01-0084-07
[10]	GONG Min, WANG Hua, WEN Bin. Dynamicstressinadjacentcoalseamsinduced bydeep-holeblastinginrock[J]. Explosion And Shock Waves, 2012, 32(2): 196-202. doi: 10.11883/1001-1455(2012)02-0196-07
[11]	CHAI Xiu-wei. Effectsofdifferentexplosivepropertiesonblastvibration[J]. Explosion And Shock Waves, 2011, 31(5): 548-552. doi: 10.11883/1001-1455(2011)05-0548-05
[12]	LIU Ai-wen, YU Yan-xiang, FU Chang-hua, CHEN Kun, ZHAO Ji-sheng, ZHOU Zheng-hua, WANG Wei, . Attenuationcharacteristicsandtopographiceffectof ascientificexplosionwith50texplosive[J]. Explosion And Shock Waves, 2010, 30(1): 21-26. doi: 10.11883/1001-1455(2010)01-0021-06
[13]	XIA Xiang, LI Hai-bo, ZHANG Da-yan, WANG Xin-yuan, LI Jun-ru. Safetythresholdofblasting-inducedrockvibration forHongyanhenuclearpowerplant[J]. Explosion And Shock Waves, 2010, 30(1): 27-32. doi: 10.11883/1001-1455(2010)01-0027-06
[14]	SHI Xiu-zhi, LIN Da-neng, CHEN Shou-ru. Blasting-vibration-induced damage prediction by rough set-based fuzzy-neural network[J]. Explosion And Shock Waves, 2009, 29(4): 401-407. doi: 10.11883/1001-1455(2009)04-0401-07
[15]	ZHONG Guo-sheng, AO Li-ping, ZHAO Kui, . Influence of explosion parameters on energy distribution of blasting vibration signal based on wavelet packet energy spectrum[J]. Explosion And Shock Waves, 2009, 29(3): 300-305. doi: 10.11883/1001-1455(2009)03-0300-06
[16]	ZHONG Guo-sheng, FANG Ying-guang, GU Ren-guo, ZHAO Kui. Safety assessment of structures by blasting vibration based on wavelet analysis[J]. Explosion And Shock Waves, 2009, 29(1): 35-40. doi: 10.11883/1001-1455(2009)01-0035-06
[17]	LI Hong-tao, LU Wen-bo, SHU Da-qiang, YANG Xing-guo. Response spectrum of blasting vibration induced by tunnel excavation[J]. Explosion And Shock Waves, 2008, 28(4): 331-335. doi: 10.11883/1001-1455(2008)04-0331-05
[18]	WANG Ming-wu, WU Da-guo, ZHANG Wei-wei. Application of RAGA-based fuzzy analytic hierarchy process to optimization of blasting plans[J]. Explosion And Shock Waves, 2008, 28(3): 225-228. doi: 10.11883/1001-1455(2008)03-0225-04
[19]	LI Wei-guang, ZHANG Ji-chun. Study on rock mass bedding slope stability under blast seism[J]. Explosion And Shock Waves, 2007, 27(5): 426-430. doi: 10.11883/1001-1455(2007)05-0426-05
[20]	LI Hong-tao, LU Wen-bo, SHU Da-qiang, ZHU Chuan-yun. Study on the safety velocity for concrete lining under P wave loading[J]. Explosion And Shock Waves, 2007, 27(1): 34-39. doi: 10.11883/1001-1455(2007)01-0034-06

Supplements(0)

Cited By

Cited by

Periodical cited type(18)

1.	高飞，邓树新，张国凯，纪玉国，刘晨康，王明洋. 缩比模型弹侵彻岩石靶尺寸效应试验研究与理论分析. 兵工学报. 2023(12): 3601-3612 .
2.	朱少平，王志亮，熊峰. 卵形弹丸对混凝土侵彻动力响应数值研究. 合肥工业大学学报(自然科学版). 2022(02): 243-250 .
3.	邵伟，范锦彪，耿宇飞，王玮. 基于微元法的侵彻体弹头摩擦升温计算方法. 探测与控制学报. 2022(02): 34-40 .
4.	章毅，胡枫，吴昊，王安宝. 高强混凝土介质侵彻系数计算方法. 防护工程. 2021(02): 31-38 .
5.	张丁山，谷鸿平，徐笑，张博，吕永柱. 截卵形头部平台直径对初始侵彻弹道偏转的影响. 高压物理学报. 2021(05): 138-144 .
6.	吴飚，任辉启，陈力，杨建超，黄家蓉，高伟亮，金栋梁. 弹体侵彻混凝土尺度效应试验研究与理论分析. 防护工程. 2020(02): 1-10 .
7.	彭永，卢芳云，方秦，吴昊，李翔宇. 弹体侵彻混凝土靶体的尺寸效应分析. 爆炸与冲击. 2019(11): 58-68 . 本站查看
8.	张学伦，汪衡，谭正军，王昭明. 混凝土靶边界效应与弹丸长径比关联性的研究. 兵器装备工程学报. 2018(04): 11-13+18 .
9.	刘宗伟，武海军，张学伦，刘俞平，熊国松，谭正军，曾令清. 高超弹体侵蚀机理及抗侵蚀设计研究. 兵器装备工程学报. 2017(04): 46-49 .
10.	李艳，范文，赵均海，翟越. 中低速长杆弹侵彻半无限岩石靶的动态响应研究. 工程力学. 2017(09): 139-149 .
11.	薛建锋，沈培辉，王晓鸣. 基于层裂机理的弹体侵彻混凝土的工程模型. 国防科技大学学报. 2017(03): 194-200 .
12.	曹扬悦也，蒋志刚，谭清华，蒙朝美. 基于Hoek-Brown准则的混凝土-岩石类靶侵彻模型. 振动与冲击. 2017(05): 48-53+60 .
13.	薛建锋，沈培辉，王晓鸣. 不同头部形状弹体侵彻混凝土的试验研究. 兵工自动化. 2016(02): 75-78 .
14.	邓佳杰，张先锋，乔治军，郭磊，何勇，陈东东. 卵形弹体侵彻预开孔靶理论分析. 爆炸与冲击. 2016(05): 625-632 . 本站查看
15.	张学伦，刘宗伟. 弹丸CRH值对侵彻混凝土深度影响研究. 兵器装备工程学报. 2016(10): 31-34 .
16.	薛建锋，沈培辉，王晓鸣. 钻地弹斜侵彻混凝土靶的工程计算模型. 航空学报. 2016(06): 1899-1911 .
17.	张丁山，吕永柱，周涛，谷鸿平，张立建. 侵彻战斗部引信前后置过载的影响因素. 探测与控制学报. 2016(06): 41-45+50 .
18.	彭永，方秦，吴昊，孔祥振，肖云凯. 不同头部形状弹体侵彻混凝土靶体的终点弹道参数分析. 兵工学报. 2014(S2): 128-134 .