期刊文献+

基于均匀化理论的岩石细观力学损伤模型及其应用研究 被引量:19

RESEARCH ON HOMOGENIZATION-BASED MESOMECHANICAL DAMAGE MODEL AND ITS APPLICATION
下载PDF
导出
摘要 基于均匀化理论构建细观力学损伤模型的热动力学框架,提出运用Eshelby夹杂问题解的岩石损伤摩擦耦合模型。其中,岩石被认为是由弹性固体基质和裂纹构成的非均匀材料。在细观力学分析的基础上,首先导出裂隙岩体宏观自由能的一般表达式及相应的热力学力,进而采用库仑型滑动摩擦准则和非关联流动法则来确定非弹性应变的变化率;损伤的演化用修正的Mazars损伤准则来描述。该模型能够考虑岩石及岩石类材料在外力作用下的主要力学现象如非线性应力–应变关系、材料损伤的各项异性、裂纹面内损伤和滑移的耦合、静水压力对力学响应的影响、体积膨胀以及裂纹闭合效应等。用提出的细观损伤模型模拟大理岩的常规三轴试验。研究结果表明,模拟值和试验值之间有较好的一致性,从而验证了模型的合理性和有效性。 The present study aims to establish a homogenization-based constitutive thermodynamic framework for the description of anisotropic damage by mesocracking.With the help of the basic solution to Eshelby′s matrix-inclusion problem,a new micromechanics-based damage-friction coupled model is developed for rock materials,which are considered here as heterogeneous solids composed of elastic solid matrix and imbedded penny-shaped microcracks.From mesomechanical analysis,the general form of the macroscopic free energy is obtained,from which the conjugated thermodynamic forces are derived within the standard thermodynamic framework.Further,similar to classic plasticity theory,a Coulomb-typed interfacially frictional sliding criterion at mesoscopic scale is used as loading function and as commonly;a non-associated flow rule is adopted in determination of the evolution rate of friction-induced inelastic deformation.The proposed model has the ability of taking into account the main phenomena due to microcracking such as nonlinear stress-strain relations,damage induced anisotropic behaviours,coupling between damage and friction on cracks surfaces,sensitivity of mechanical responses to confining pressures,volumetric dilation as well as unilateral effects due to total or partial closure of microcracks,etc..In order to illustrate the predictive ability of the proposed model,comparisons are performed between the model predictions with experimental data from conventional triaxial compression tests on a marble.The results show a generally good agreement;and the validation of the proposed mesomechanics-based damage model is checked.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2008年第2期266-272,共7页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金委员会、二滩水电开发有限责任公司雅砻江水电开发联合研究基金项目(50579091)
关键词 岩石力学 均匀化 细观力学 损伤 摩擦 热动力学 大理岩 rock mechanics homogenization mesomechanics damage friction thermodynamics marble
  • 相关文献

参考文献23

  • 1SHAO J F,ZHOU H,CHAU K T.Coupling between anisotropic damage and permeability variation in brittle rocks[J].International Journal for Numerical and Analytical Methods in Geomechanics,2005,29(12):1 231-1 247.
  • 2ODA M,TAKEMURA T,AOKI T.Damage growth and permeability change in triaxial compression tests of Inada granite[J].Mechanics of Materials,2002,34(6):313-331.
  • 3CHOW C L,WANG J.An anisotropic theory of elasticity for continuum damage mechanics[J].International Journal of Fracture,1987,33(1):3-16.
  • 4JU J W.On energy based coupled elastoplastic damage theories:constitutive modeling and computational aspects[J].International Journal of Solids and Structures,1989,25(7):803-833.
  • 5CHABOCHE J L.Damage induced anisotropy:on the difficulties associated with the active/passive unilateral condition[J].International Journal of Damage Mechanics,1992,1(2):148-171.
  • 6CHABOCHE J L.Development of continuum damage mechanics for elastic solids sustaining anisotropic and unilateral damage[J].International Journal of Damage Mechanics,1993,2(4):311-329.
  • 7MURAKAMI S,KAMIYA K.Constitutive and damage evolution equations of elastic brittle materials based on irreversible thermodynamics[J].International Journal of Mechanical Sciences,1996,39(4):473-486.
  • 8HALM D,DRAGON A.A mesocrack damage and friction coupled model for brittle materials[C]// VOJIADIS G Z,JU J W W,CHABOCHE J L ed.Damage Mechanics in Engineering Materials.[S.l.]:[s.n.],1998:321-336.
  • 9KRAJCINOVIC D.Damage mechanics[M].Amsterdam,Netherlands:North-Holland,1996.
  • 10SWOBODA G.,YANG Q.An energy-based damage model of geomaterials.II:deduction of damage evolution laws[J].International Journal of Solids and Structures,1999,36(12):1 735-1 755.

同被引文献284

引证文献19

二级引证文献180

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