期刊文献+

破片与冲击波对固支方板的耦合毁伤效应数值研究 被引量:6

Numerical studies of clamped square plate under the synergistic effects of fragments and shock wave
下载PDF
导出
摘要 为探索固支方板在破片与冲击波耦合作用下的典型破坏模式及临界转换条件,采用耦合的SPH-FEM方法数值模拟靶板在破片与冲击波耦合作用下的破坏过程。结果表明:(1)耦合载荷作用下靶板的损伤模式主要分成两种,模式I:花瓣弯曲破坏;模式Ⅱ:拉伸断裂破坏。模式Ⅱ还可细分为两种,模式Ⅱa:板边界产生塑性变形,中心产生拉伸断裂破坏;模式Ⅱb:板边界和中心均产生拉伸断裂破坏。(2)模式I和模式Ⅱa之间的临界i*(无量纲冲量)值约为0.88;模式Ⅱa与模式Ⅱb之间的临界i*值约为0.64。(3)靶板的破口面积并不是随着i*的增大而增大,当i*=0.71时,破口面积达到最大值,约为抗爆有效面积的68%。 In order to study the typical damage modes and the critical transition conditions of clamped square plate under the synergistic effects of fragments and shock wave, the coupling damage process of tar-get plate under the synergistic effects of fragments and shock wave was simulated by using SPH-FEM coupling method. Results were accomplished as below: (1) With the coupling load, target plate has two main damage modes, Mode I-petals bending failure; Mode II-tensile rupture failure. Mode II can be subdi-vided into two damage submodes, Submode IIa-The boundary of plates appears plastic deformation, center appears tensile rupture failure; Submode IIb-Both the boundary and center of plates appears tensile rupture failure. (2) The critical value of i (dimensionless impulse) between Mode I and Mode IIa is about 0.88; The critical value of i between Mode IIa and Mode IIb is about 0.64. (3) The break area of plates is not increased by i , when i =0.71, the break area reaches its maximum, about the 68% of the anti-blast effective area.
作者 杜志鹏 吴震 柴勤芳 李营 DU Zhi-peng WU Zhen CHAI Qin-fang LI Ying(Naval Academy ofArmament, Beijing 100161, China Department of Navigation, Zhejiang Institute of Communications, Hangzhou 311112, China)
出处 《船舶力学》 EI CSCD 北大核心 2017年第5期595-602,共8页 Journal of Ship Mechanics
关键词 耦合毁伤 破坏模式 转换条件 固支方板 synergistic damage damage modes transition conditions clamped square plate
  • 相关文献

参考文献3

二级参考文献26

  • 1陈健,米双山,张锡恩.基于LS-DYNA球形破片穿甲的网格划分研究[J].弹箭与制导学报,2005,25(2):51-52. 被引量:4
  • 2金乾坤.破片和冲击波毁伤圆柱靶的数值仿真[J].兵工学报,2006,27(2):215-218. 被引量:14
  • 3孙建运,李国强.动力荷载作用下固体材料本构模型研究的进展[J].四川建筑科学研究,2006,32(5):144-149. 被引量:11
  • 4刘旭红,黄西成,陈裕泽,苏先樾,朱建士.强动载荷下金属材料塑性变形本构模型评述[J].力学进展,2007,37(3):361-374. 被引量:38
  • 5LEE WOEI SHYAN, LIU CHENYANG. The effects of temperature and strain rate on the dynamic flow behaviour of different steels [J]. Materials Science and Engineering A, 2006 (426):101-113.
  • 6WULF G L. The high strain rate compression of 1023 and 4130 steels [J]. International Journal of Mechanical Sciences, 1978,20(12) :843-848.
  • 7NEMAT-NASSER S. Thermomechanical response of DH36 structural steel over a wide range of strain rates and temperatures [J]. Mechanics of Materials, 2003 (35):1023-1047.
  • 8RAJEEV KAPOOR, SIA NEMAT-NASSER. Determination of temperature rise during high strain rate deformation[J]. Mechanics of Materials, 1998 (27) : 1-12.
  • 9JOHSON G R,COOK W H. A constitutive mode and data for metals subjected to large strains, high strain rate and high temperatures [C]//Proceedings of the Seventh International Symposium on Ballistics. Netherlands: The Hague, 1983:541-547.
  • 10SASSO M, NEWAZ G,AMODIO D. Material characteriza-tion at high strain rate by Hopkinson bar tests and finite element optimization [J]. Materials Science and Engi-neering A, 2008(487):289-300.

共引文献131

同被引文献130

引证文献6

二级引证文献26

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部