期刊文献+

CONSTITUTIVE THEORY OF PLASTICITY COUPLED WITH ORTHOTROPIC DAMAGE FOR GEOMATERIALS 被引量:1

CONSTITUTIVE THEORY OF PLASTICITY COUPLED WITH ORTHOTROPIC DAMAGE FOR GEOMATERIALS
在线阅读 下载PDF
导出
摘要 Constitutive theory of plasticity coupled with orthotropic damage for geomaterials was established in the framework of irreversible thermodynamics. Prime results include I evolution laws are presented for coupled evolution of plasticity and orthotropic damage 2) the orthotropic damage tensor is introduced into the Mohr-Coulomb criterion through homogenization. Both the degradation of shear strength and degradation of friction angle caused by damage are included in this model. The dilatancy is calculated with the so-called damage strain. Constitutive theory of plasticity coupled with orthotropic damage for geomaterials was established in the framework of irreversible thermodynamics. Prime results include I evolution laws are presented for coupled evolution of plasticity and orthotropic damage 2) the orthotropic damage tensor is introduced into the Mohr-Coulomb criterion through homogenization. Both the degradation of shear strength and degradation of friction angle caused by damage are included in this model. The dilatancy is calculated with the so-called damage strain.
出处 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第9期1028-1034,共7页 应用数学和力学(英文版)
基金 FoundationoftheMinistryofStateEducationofChina ( 1 9993 63 ) ThispaperwaspartlypuiblishedattheInterConfonMicrostruMechPropNewEngngMater Sept 2 0 -2 3 1 999
关键词 DAMAGE PLASTICITY coupling DILATANCY geomaterial damage plasticity coupling dilatancy geomaterial
  • 相关文献

参考文献14

  • 1Lemaitre J.A course on damage mechanics,1990.
  • 2Hansen N R;Schreyer H L.A thermodynamically consistent framework for theories of elastoplasticity coupled with damage,1994(02).
  • 3Hayakawa K;Murakami S.Thermodynamic modeling of elastic-plastic damage and experimental validation of damage potential,1997(02).
  • 4Mariotti de Sciarra F.A new variational theory and a computational algorithm for coupled elastoplastic damage models[J],1997(09).
  • 5Basista M;Gross D.The sliding crack model of brittle deformation: an internal variable approach[J],1998(03).
  • 6Dragon A;Halm D.A mesocrack damage and friction coupled model for brittle materials,1998.
  • 7Meschke G;Lackner R;Mang H A.An anisotropic elastoplastic-damage model for plain concrete[J],1998(03).
  • 8Yazdani s;Kamawat S.A constitutive theory for brittle solids with application to concrete,1996(01).
  • 9Vutukuri V S;Lama R D;Saluja S S.Handbook on Mechanical Properties of Rocks,1974.
  • 10Duveau G;Shao J F.A modified single plane of weakness theory for the failure of highly stratified rocks[J],1998(06).

同被引文献7

  • 1[2]Swoboda G, Shen X P, Rosas L. Damage model for jointed rock mass and its application to tunnelling [J]. Computer and Geotechnics, 1998, 22(3/4): 183-203.
  • 2[3]Saanouni K, Forster C, Hatira F B. On the anelastic flow with damage [J]. Int. J. Dama. Mech., 1994, 3(1): 140-169.
  • 3[4]Hashash Y M A, Wotring D C, Yao J I C, Lee J S, Fu Q. Visual framework for development and use of constitutive models [J]. Int. J. Numer. Anal. Meth. Geomech., 2002, 26(3): 1493-1513.
  • 4[5]Borvik T, Hopperstad O S, Berstad T. On the influence of stress triaxiality and strain rate on the behaviour of a structural stell. Part II. Numerical study [J]. Eur. J. Mech. A/Solids, 2003, 22(1): 15-32.
  • 5[6]Liebe T, Willam K. Localization properties of generalized Drucker-Prager elastoplasticity [J]. ASCE J. Enginearing Mechanics, 2001, 127(2): 616-619.
  • 6[7]Chaboche J L, Cailletaud G. Integration methods for complex plastic constitutive equations [J]. Comp. Methods. Appl. Mech. Engng., 1996, 133(1): 125-155.
  • 7[8]Lee J, Fenves G L. Plastic-damage model for cyclic loading of concrete structures [J]. ASCE J. Engng Mech., 1998, 124(3): 892-900.

引证文献1

二级引证文献7

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