非均匀性岩石破坏过程的三维损伤软化模型与数值模拟  

Three-dimensional damage soften model for failure process of heterogeneous rocks and associated numerical simulation

作　　者：梁正召[1] 杨天鸿[2] 唐春安[2] 张娟霞[1] 唐世斌[2] 于庆磊[2] 

机构地区：[1]大连理工大学土木水利学院,辽宁大连116024 [2]东北大学岩石破裂与失稳研究中心,辽宁沈阳110004

出　　处：《岩土工程学报》2005年第12期1447-1452,共6页Chinese Journal of Geotechnical Engineering

基　　金：国家自然科学基金资助项目(50490274);国家自然科学基金重点资助项目(50134040);国家自然科学基金资助项目(50374020);国家自然科学基金资助项目(50204003);国家自然科学基金资助项目(50174013);东北大学优秀博士论文资助项目(2003)

摘　　要：通过建立岩石三维细观损伤软化力学模型,结合统计技术考虑岩石细观非均匀性,编制了岩石破裂过程分析软件RFPA3D,模拟了单轴压缩下不同细观残余强度下的三维应力场变形场分布以及破坏形态,分析了细观结构非均匀性和残余强度对岩石损伤软化过程和宏观力学性能的影响。结果表明,岩石损伤破裂过程中应力–应变关系、残余变形特征和峰值强度不仅与结构相关,而且与细观损伤软化模型、细观非均匀性和残余强度紧密相关。A three-dimensional soften model was established combined with statistical mechanics by taking the heterogeneities on mesoscopic scale into consideration. Two sets of numerical tests were undertaken by using a numerical code RFPA^3D to analyze the failure process of rocks subjected to uniaxial compression. One set of numerical specimens was prepared to investigate the influence of the heterogeneities on the macro response of the rocks, and another set was applied to study the influence of residual strength of the mesoscopic scale in the model on soften process. Different from other numerical modeling, RFPA^3D could obtain three-dimensional stress and strain fields during the whole fracturing process. Complete stress-strain curves were discussed as well as the number of the failure elements. The numerical results showed that the soften model, heterogeneities in mesoscopic scale and residual strength affected the shape of the stress-strain curve and the soften failure process of the rock. With the increasing of heterogeneities, the soften rate of the rock specimens decreased as well as peak strength, while with the increasing of the residual strength elements, the macro peak strength increased and the soften rate decreased. The results agreed well with observed experimental results and other numerical models.

关 键 词：非均匀性 破坏过程 三维 损伤软化 残余强度 

分 类 号：TU45[建筑科学—岩土工程]