Damageeffectofaconcretegravitydam

undercontinuousattacksofguidedbombs

LI Ben-ping

doi:10.11883/1001-1455(2010)02-0220-05

Volume 30 Issue 2

Nov. 2010

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Explosion And Shock Waves > 2010 > 30(2): 220-224

LI Ben-ping. Damageeffectofaconcretegravitydamundercontinuousattacksofguidedbombs[J]. Explosion And Shock Waves, 2010, 30(2): 220-224. doi: 10.11883/1001-1455(2010)02-0220-05

Citation:

LI Ben-ping. Damageeffectofaconcretegravitydam undercontinuousattacksofguidedbombs[J]. Explosion And Shock Waves, 2010, 30(2): 220-224. doi: 10.11883/1001-1455(2010)02-0220-05

LI Ben-ping. Damageeffectofaconcretegravitydamundercontinuousattacksofguidedbombs[J]. Explosion And Shock Waves, 2010, 30(2): 220-224. doi: 10.11883/1001-1455(2010)02-0220-05

Citation:

LI Ben-ping. Damageeffectofaconcretegravitydam undercontinuousattacksofguidedbombs[J]. Explosion And Shock Waves, 2010, 30(2): 220-224. doi: 10.11883/1001-1455(2010)02-0220-05

PDF( 1064 KB)

Damageeffectofaconcretegravitydam undercontinuousattacksofguidedbombs

doi: 10.11883/1001-1455(2010)02-0220-05

LI Ben-ping^,

1.
TheSecondArtilleryCommandCollege,Wuhan 430012,Hubei,China

More Information

Corresponding author: LI Ben-ping
Publish Date: 2010-03-25

Abstract

Abstract

Abstract:Guidedbombsweretakenastheresearchobjectstonumericallysimulatethepenetration andexplosionprocessoflarge-aperture-heavy weaponsbyusingathree-dimensionalarbitraryLagrange- Eulerian(ALE)codeandtoexploredamageeffectsofarollercompactedconcretegravitydam undercontinuousattacksoftwoprecision-guidedbombs.Resultsshowthatthevibrationcausedby penetrationisweak,whiletheparticlevibrationismainlycausedbyammunitionexplosion.Theintermissiontimeofsequentialattacksisfarlongerthanthedynamicresponsestretchofthedam, andthe damvibrationcausedbysequentialattacksscarcelytakesonthesuperpositioneffect.Butthedamage effectofpenetrationandexplosionfortheformermissileprovidesthefreedomsurfaceforthesubsequentmissile, andthepenetrationdepthandexplosion-damagedrangeofthesubsequentmissileincrease. Theexplosion-damagedrangesbasicallyconnectwitheachother,whichthreattothenormal runningandsecurityofthedam.
- mechanicsofexplosion,
- damageeffect,
- arbitraryLagrange-Eulerian (ALE)code,
- concretegravitydam,
- guidedbomb,
- continuousattack

FullText(HTML)

References(0)

References

Relative Articles

[1]	HUANG Xieping, KONG Xiangzhen, CHEN Zuyu, FANG Qin. Damage effects of underwater explosions on gravity dams and optimal standoff distances[J]. Explosion And Shock Waves, 2023, 43(5): 052202. doi: 10.11883/bzycj-2022-0113
[2]	Yue Songlin, Wang Mingyang, Zhang Ning, Qiu Yanyu, Wang Derong. A method for calculating critical spalling and perforating thicknesses of concrete slabs subjected to contact explosion[J]. Explosion And Shock Waves, 2016, 36(4): 472-482. doi: 10.11883/1001-1455(2016)04-0472-11
[3]	Pei Shan-bao, Liu Rong-zhong, Guo Rui. Analysis of characteristics of sequential underwater explosion sound signal based on wavelet transform[J]. Explosion And Shock Waves, 2015, 35(4): 520-526. doi: 10.11883/1001-1455(2015)04-0520-07
[4]	Wang Yu, Gao Kang-hua. Review on calculation methods for interaction between explosion waves in soil and underground structures[J]. Explosion And Shock Waves, 2015, 35(5): 703-710. doi: 10.11883/1001-1455(2015)05-0703-08
[5]	Li Meng-shen, Li Jie, Li Hong, Shi Cun-cheng, Zhang Ning. Deformation and failure of reinforced concrete beams under blast loading[J]. Explosion And Shock Waves, 2015, 35(2): 177-183. doi: 10.11883/1001-1455(2015)02-0177-07
[6]	Deng Guo-qiang, Yang Xiu-min. Numerical simulation of the effect of multiply EPW into engineering rock[J]. Explosion And Shock Waves, 2014, 34(3): 361-366. doi: 10.11883/1001-1455(2014)03-0361-06
[7]	XuWei-fang, ZhangFang-ju, ChenYu-ze, . Experimentalstudyonpenetrationresponsesofthinconcretetargets[J]. Explosion And Shock Waves, 2013, 33(2): 169-174. doi: 10.11883/1001-1455(2013)02-0169-06
[8]	ZhangShe-rong, WangGao-hu. Antiknockperformanceofconcretegravitydam subjectedtounderwaterexplosion[J]. Explosion And Shock Waves, 2013, 33(3): 255-263. doi: 10.11883/1001-1455(2013)03-0255-08
[9]	XIAO Wei-guo, WANG Xiao-jun, ZHU Hao-feng, JIN Ping. Experimentalstudyonseismiccouplingeffectsofundergroundexplosions indifferentmaterial[J]. Explosion And Shock Waves, 2012, 32(3): 267-272. doi: 10.11883/1001-1455(2012)03-0267-06
[10]	ZHANG Qi-ling, LI Duan-you, LI Bo. Damagepropagationandfailuremodeofgravitydam subjectedtounderwaterexplosion[J]. Explosion And Shock Waves, 2012, 32(6): 609-615. doi: 10.11883/1001-1455(2012)06-0609-07
[11]	ZHANG She-rong, WANG Gao-hui, WANG Chao, SUN Bo. Failuremodeanalysisofconcretegravitydam subjectedtounderwaterexplosion[J]. Explosion And Shock Waves, 2012, 32(5): 501-507. doi: 10.11883/1001-1455(2012)05-0501-07
[12]	LU Sheng-zhuo, WANG Wei, ZHANG Bo-yi. Experimentalresearchondestructionmechanismof large-scalefloating-roofoiltankunderblastloading[J]. Explosion And Shock Waves, 2011, 31(2): 158-164. doi: 10.11883/1001-1455(2011)02-0158-07
[13]	PU Xi-feng, WANG Zhong-qi, BAI Chun-hua, ZHOU Gang. AnEuler-Lagrangecouplingmethodfornumericalsimulation ofexplosion-structureinteraction[J]. Explosion And Shock Waves, 2011, 31(1): 6-10. doi: 10.11883/1001-1455(2011)01-0006-05
[14]	HUANG Guang-yan, FENG Shun-shan, LIU Pei-qing. AvisualC~(++)andMatlab-basedcomputationalmethod forshot-linesofwarheadfragmentstoatarget[J]. Explosion And Shock Waves, 2010, 30(4): 413-418. doi: 10.11883/1001-1455(2010)04-0413-06
[15]	LI Xiao-jun, ZHENG Quan-ping, YANG Yi. Local damage effects of steel fiber reinforced concrete plates subjected to contact explosion[J]. Explosion And Shock Waves, 2009, 29(4): 385-389. doi: 10.11883/1001-1455(2009)04-0385-05
[16]	WANG De-rong, DAI Ming, LI Jie, WANG Ming-yang. Failure effect of steel-fiber reactive power concrete (RPC) shelter plate under contact explosion[J]. Explosion And Shock Waves, 2008, 28(1): 67-74. doi: 10.11883/1001-1455(2008)01-0067-08
[17]	LIANG Long-he, WANG Zheng, CAO Ju-zhen. Damaging effect of concrete by penetration and explosion of a long-rod projectile[J]. Explosion And Shock Waves, 2008, 28(5): 415-420. doi: 10.11883/1001-1455(2008)05-0415-06
[18]	LIU Hong-yan, QIN Si-qing, YANG Jun. Simulation of rock failure by numerical manifold method under blasting load[J]. Explosion And Shock Waves, 2007, 27(1): 50-56. doi: 10.11883/1001-1455(2007)01-0050-07
[19]	LIN Da-chao, BAI Chun-hua. Analysis of blast vibration characteristics by using discretization of continuous wavelet transform[J]. Explosion And Shock Waves, 2005, 25(5): 430-436. doi: 10.11883/1001-1455(2005)05-0430-07
[20]	HU Jin-sheng, YANG Xiu-min, ZHOU Zao-sheng, ENG Guo-qiang, TANG De-gao. Experimental investigation on contact explosion damage effect to fiber reinforced concrete slab with soil bedding[J]. Explosion And Shock Waves, 2005, 25(2): 157-162. doi: 10.11883/1001-1455(2005)02-0157-06

Supplements(0)

Cited By

Cited by

Periodical cited type(22)

1.	王高辉，孔维伟，卢文波，潘鑫豪，舒奕展. 高拱坝坝后侵彻爆炸毁伤效应分析. 武汉大学学报(工学版). 2024(07): 853-862 .
2.	张嘉庆，商飞. 连续打击下钢筋混凝土靶标应变响应研究. 国外电子测量技术. 2024(12): 109-114 .
3.	刘杰，卢文波，王高辉，舒奕展，陈明，严鹏. 混凝土重力坝坝顶侵彻爆炸毁伤特征. 武汉大学学报(工学版). 2023(12): 1491-1500 .
4.	赵伟成，翟红波，毛伯永. 协同爆炸时冲击波毁伤效应研究综述. 兵器装备工程学报. 2023(12): 123-132 .
5.	王高辉，孔维伟，卢文波，吕林梅，陈叶青. 侵彻爆炸荷载作用下高拱坝局部毁伤效应评估. 防护工程. 2023(06): 31-37 .
6.	刘晓蓬，陈健云，周晶，徐强. 水下非接触爆炸荷载下某混凝土重力坝损伤预测研究. 振动与冲击. 2022(12): 108-116 .
7.	赵利平，彭雄，徐亚辉，张锋. 水下爆炸深度对码头框架结构损伤的影响. 工程爆破. 2021(01): 29-35 .
8.	陈健云，曹翔宇，徐强，李静. AP1000屏蔽厂房在接触爆炸荷载作用下的非线性动力分析. 爆炸与冲击. 2020(04): 97-111 . 本站查看
9.	李凌锋，韦灼彬，唐廷，刘靖晗. 沉箱内爆炸荷载下某型沉箱重力式码头的毁伤效应. 防护工程. 2019(04): 21-25 .
10.	庞林祥，李全兵. 水电设施受战争与恐怖袭击影响相关问题研究. 水利水电快报. 2018(06): 16-20 .
11.	徐强，曹阳，陈健云. 接触爆炸荷载作用下溢流坝的抗爆性能. 爆炸与冲击. 2017(04): 677-684 . 本站查看
12.	顾鑫，章青. 爆炸荷载作用下大坝破坏分析的数值模拟研究进展. 河海大学学报(自然科学版). 2017(01): 45-55 .
13.	金亮，王高辉，卢文波，陈明，严鹏. 水下爆炸冲击荷载作用下重力拱坝及坝后式厂房的破坏效应. 水利与建筑工程学报. 2016(01): 32-38+84 .
14.	徐强，曹阳，陈健云，李静，刘静. 混凝土重力坝接触爆炸的响应及破坏特性分析. 湖南大学学报(自然科学版). 2016(07): 62-74 .
15.	赵小华，王高辉，卢文波，陈明，严鹏. 混凝土重力坝含孔口坝段在水下爆炸荷载作用下的毁伤特性. 振动与冲击. 2016(22): 101-107 .
16.	薛新华，李鹏. 爆炸荷载作用下拱坝动力响应分析. 水利学报. 2015(S1): 107-110 .
17.	王秀丽，靳毅虎，孟杰，朱思帅. 楔挡分流结构爆炸损伤特征数值模拟. 防灾减灾工程学报. 2013(06): 617-623+630 .
18.	张社荣，王高辉. 浅水爆炸冲击荷载下高拱坝抗爆性能分析. 天津大学学报. 2013(04): 315-321 .
19.	张启灵，李端有，李波. 常规面板堆石坝坝前水下防爆距离的确定和影响因素. 振动与冲击. 2013(06): 78-83 .
20.	张启灵，李端有，李波. 水下爆炸冲击作用下重力坝的损伤发展及破坏模式. 爆炸与冲击. 2012(06): 609-615 . 本站查看
21.	袁辉，王凤山. 精确制导弹药实体及其效应模型设计. 计算机应用. 2012(07): 2059-2062 .
22.	张社荣，王高辉. 混凝土重力坝抗爆性能及抗爆措施研究. 水利学报. 2012(10): 1202-1213 .