期刊文献+

弹粘塑性孔隙介质在冲击荷载作用下的一种本构关系——第二部分:弹粘塑性孔隙介质的畸变行为 被引量:5

CONSTITUTIVE MODEL OF POROUS ELASTOVISCOPLASTIC MATERIALS SUBJECTED TO SHOCK ——PART II:DISTORSIONAL BEHAVIOR OF POROUS ELASTOVISCOPLASTIC MATERIALS
下载PDF
导出
摘要 继发表在本刊2003年第9期上第一部分的研究,就弹塑性孔隙介质在冲击偏应力张量作用下的行为进行了研究。考虑应变率对材料强度的影响,给出了热活化机理与宏观阻尼机理相互竞争的联合强度-应变率依赖模型。考虑应力状态、应变强化、畸变损伤和与孔隙率相联系的损伤对材料强度的影响,并在此基础上基于热活化原则给出了松弛型的应力偏量与应变偏量之间的关系,且本模型符合热力学第二定律。 Continuing the study performed in the first part put in the issue 2003-9 of this journal,the second part of the paper researches the distorsional behavior of porous elastoviscoplastic materials subjected to shock. The influence of strain rate on material strength is considered,and a unified strain rate dependent strength model of competition between thermal activation mechanism and macro-viscosity mechanism is proposed. The influences of stress state,strain hardening,distorsional deformation damage,and damage related with porosity change are considered. And furthermore,on the basis of thermal activation mechanism,a relaxation type relation between distorsional stress tensor and distorsional strain tensor is given,and the model follows the second thermodynamic law.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2003年第11期1763-1766,共4页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金(A50179038号) 教育部回国留学人员启动基金(教外司留[1999]747号)资助项目。
关键词 岩石力学 弹粘塑性 孔隙介质 冲击荷载 本构关系 松弛型关系 rock mechanics,distorsional behavior,rate dependence,stress state,strain hardening,relaxation type relation
  • 相关文献

参考文献8

  • 1戚承志,钱七虎.岩石等脆性材料动力强度依赖应变率的物理机制[J].岩石力学与工程学报,2003,22(2):177-181. 被引量:142
  • 2戚承志,王明洋,钱七虎.弹粘塑性孔隙介质在冲击荷载作用下的一种本构关系——第一部分:状态方程[J].岩石力学与工程学报,2003,22(9):1405-1410. 被引量:6
  • 3Perzyna P. Constitutive modelling of dissipative solid for localization and fracture[A]. In: Localization and Fracture Phenomena in Inelastic Solids[C]. New York: Springer, 1998, 99-241.
  • 4Grady D E. Shock-wave properties of brittle solids[A]. In: Steve Schmidt ed. Shock Compression of Condensed Matters[C]. New York: AIP Press, 1995, 9-20.
  • 5Eibl J, Schmidt-Hurtienne B. Slrain-rate-semitive constitutive law for concrete[J]. Journal of Engineering Mechanics, 1999, 125(12):1 403-1 410.
  • 6Caroll M M, Holt A C. Static and dynamic pore collapse relations for ductile porous materials[J]. J Applied Physics, 1972, 43(2): 1626-1635.
  • 7Rubin M B, Vombiev O Yu, Glenn L A. Mechanical and numerical-modeling of porous elastoviscoplastic material with tensile failure[J].Int J Solid and Structures, 2000, 37(4): 1 841-1 870.
  • 8Steinberg D J, Cochnm S G, Guinan M W. A constitutive model for metals applicable athigh-strain rats[J]. J Applied Physics, 1980, 5(3):1 498- 1 504.

二级参考文献13

  • 1哈努卡耶夫 刘殿中译.矿岩爆破物理过程[M].北京:冶金工业出版社,1989..
  • 2Perzyna P. Constitutive modeling of dissipative solid for localization and fracture[A]. In: Localization and Fracture Phenomena in Inelastic Solids[M]. New York: Springer, 1998, 99-241.
  • 3Caroll M M, Holt A C. Static and dynamic pore collapse relations for ductile porous materials[J]. J. Applied Physics, 1972, 43(2): 1626-1635.
  • 4Goodman M A, Cowin S C. A continuum theory for granular materials[J]. Arch. Rational Mech. Anal., 1972, 44:249-266.
  • 5Drumheller D S. A theory for dynamic compaction of wet porous solid[J]. Int. J. Solid and Structures, 1987. 23(2): 211 -237.
  • 6Rubin M B, Elatta D, ARia A V. Modeling additional compressibility of porosity and the thermomechanical response of wet porous rock with application to Mt. Helen tuff[J]. Int. J. Solid and Structures,1996, 33:761-793.
  • 7Rubin M B, Vorobiev O Yu, Glenn L A. Mechanical and numerical modeling of porous elastoviscoplastic material with tensile failure[J].Int. J. Solid and Structures, 2000, 37:1841-1870.
  • 8Steinberg D J, Cochran S G, Guinan M W. A constitutive model for metals applicable at high-strain rats[J]. J. Applied Physics, 1980, 51 (3):1 498- 1 504.
  • 9李守巨 刘迎曦.爆炸荷载作用下裂纹扩展过程分析[J].岩石力学与工程学报,1998,17:888-891.
  • 10经福谦.实验物态方程导论[M].北京:科学出版社,1999..

共引文献145

同被引文献87

引证文献5

二级引证文献100

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