Micromechanical anisotropic damage approach for understanding localized behavior of brittle materials under tension

被引:2
|
作者
Yu, Qiaojuan [1 ,4 ]
Du, Shigui [1 ]
Zhu, Qizhi [2 ]
Lu, Yunxing [3 ]
Luo, Zhanyou [1 ]
Yong, Rui [1 ]
机构
[1] Ningbo Univ, Inst Rock Mech, Ningbo 315211, Zhejiang, Peoples R China
[2] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing, Peoples R China
[3] Georgia Inst Technol, Coll Comp, Atlanta, GA 30332 USA
[4] Ningbo Univ, Ningbo Key Lab Energy Geostruct, Ningbo 315211, Zhejiang, Peoples R China
关键词
Anisotropic damage; Micromechanics; Constitutive model; Brittle fracture; Localization Tension; STRONG DISCONTINUITIES; PLASTICITY; MODEL; FAILURE; INTEGRATION; SIMULATION; FRICTION; CRACKING; STRESS; ENERGY;
D O I
10.1016/j.compgeo.2024.106498
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
While a number of micromechanical damage models have been proposed to delineate the damage and failure of brittle rocks from a multi -scale viewpoint, the localization behavior in the post -peak failure phase is far from being fully understood and well described. This study provides a plausible explanation and model description of this localization behavior by incorporating a localized damage criterion into the well -developed micromechanics-based elastic anisotropic damage model (ME -ADM). Different from ME -ADM, the proposed model (named LE -ADM) can describe a smooth transition from diffused damage to localized damage under tension -dominated stresses. After proposing a novel anisotropic damage decoupling algorithms, the numerical results of both the ME -ADM and LE -ADM are compared to the derived analytical solution and verified with experimental results. We find that the LE -ADM effectively captures more abrupt brittle fracture behavior under tension and the proposed numerical algorithm are efficient to guarantee a numerical convergence. Finally, the localization orientation predicted by the proposed model is verified by the classic Mohr's maximization postulate method.
引用
收藏
页数:15
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