Modeling for strain-softening rocks with lateral damage based on statistical physics

被引:2
|
作者
Li, Xiaoming [1 ,2 ]
Wang, Mingwu [1 ]
Shen, Fengqiang [1 ]
Zhang, Hongfei [3 ]
机构
[1] Hefei Univ Technol, Sch Civil & Hydraul Engn, Hefei, Anhui, Peoples R China
[2] Zaozhuang Univ, Sch City & Architecture Engn, Zaozhuang, Shandong, Peoples R China
[3] Shandong Zhengyuan Geol Resources Explorat Co Ltd, Jinan, Shandong, Peoples R China
来源
PLOS ONE | 2023年 / 18卷 / 03期
关键词
BONDED-PARTICLE MODEL; CONSTITUTIVE MODEL; WEIBULL DISTRIBUTION; INFORMATION-THEORY; FRACTURE; CORROSION;
D O I
10.1371/journal.pone.0283313
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Statistical physics is widely used to study the nonlinear mechanical behaviors of rock. For the limitations of existing statistical damage models and Weibull distribution, a new statistical damage with lateral damage is established. In addition, by introducing the maximum entropy distribution function and the strict constraint on damage variable, a expression of the damage variable matching the proposed model is obtained. Through comparing with the experimental results and the other two statistical damage models, the rationality of the maximum entropy statistical damage model is confirmed. The proposed model can better reflect the strain-softening behavior for rocks and respond to the residual strength, which provides a theoretical reference for practical engineering construction and design.
引用
收藏
页数:15
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