岩石应变软化变形特性及损伤本构模型研究

doi:10.16285/j.rsm.2017.10.017

›› 2017, Vol. 38 ›› Issue (10): 2901-2908.doi: 10.16285/j.rsm.2017.10.017

岩石应变软化变形特性及损伤本构模型研究

刘冬桥¹，王焯²，张晓云^{1, 3, 4}

1. 中国矿业大学（北京）深部岩土力学与地下工程国家重点实验室，北京 100083；2. 中国岩石力学与工程学会，北京 100029； 3. 中国矿业大学（北京）力学与建筑工程学院，北京 100083；4. 绍兴文理学院土木工程学院，浙江绍兴 312000

收稿日期:2016-09-05 出版日期:2017-10-10 发布日期:2018-06-05
作者简介:刘冬桥，男，1986年生，讲师，硕士生导师，主要从事岩石力学理论及工程方面的教学与研究工作
基金资助:
国家自然科学基金资助项目(No. 51704298)；北京市共建专项资助项目(No. 80044810)；中央高校基本科研业务费专项资金资助项目 (No. 2015QB01)。

Characteristics of strain softening of rocks and its damage constitutive model

LIU Dong-qiao¹, WANG Zhuo², ZHANG Xiao-yun^{1, 3, 4}

1. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 2. Chinese Society for Rock Mechanics and Engineering, Beijing 100029, China; 3. School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 4. College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China

Received:2016-09-05 Online:2017-10-10 Published:2018-06-05
Supported by:
This work was supported by the National Natural Science Foundation of China (51704298), the Beijing Education Committee Cooperation Building Foundation Project (80044810) and the Fundamental Research Funds for the Central Universities (2015QB01).

摘要/Abstract

摘要： 对滇藏铁路三江段的花岗岩进行了单轴和常规三轴压缩试验，研究了岩石在不同围压条件下的变形特性及其损伤演化规律。试验结果表明：该岩石压缩变形过程中，内部裂隙的演化经历了无起裂、起裂并稳定扩展、加速扩展、扩展变缓以及扩展停止5个阶段，且围压对岩石变形特性有显著影响。在此基础上，提出了基于有损微元生成的损伤演化模型，建立了三轴压缩条件下岩石应变软化损伤本构模型。该模型能够统一描述岩石峰前及峰后全部变形特性及其损伤演化规律，且损伤方程形式简单、参数物理意义明确。理论结果和试验数据具有很好的一致性，且参数分析结果也表明了该模型的合理性。

关键词: 岩石, 三轴压缩, 应变软化, 损伤演化, 本构模型

Abstract: The uniaxial and conventional triaxial compression tests were conducted on granite from Sanjiang region of Yunnan-Tibet railway in the laboratory. The deformation characteristics and the damage evolution law of rocks were examined under different confining pressures. The results show that the internal cracks experience five stages during the compression deformation process, including no crack, crack initiation and stable propagation, crack accelerating propagation, crack decelerating propagation and crack termination. In addition, confining pressure significantly influences deformation characteristics of rock. Based on the above analysis and the damage model of micro units, a damage constitutive model is developed under the triaxial compression condition. The proposed model has a simple function form and distinct physical meaning parameters, which can be used to describe both the pre-peak and post-peak deformation characteristics of rocks. Furthermore, theoretical results obtained by this model are in good agreement with experimental results in the literature. The rationality of the model is verified by the parameter analysis.

Key words: rock, triaxial compression, strain softening, damage evolution, constitutive model

中图分类号:

TU 452

刘冬桥，王焯，张晓云, . 岩石应变软化变形特性及损伤本构模型研究[J]. , 2017, 38(10): 2901-2908.

LIU Dong-qiao, WANG Zhuo, ZHANG Xiao-yun, . Characteristics of strain softening of rocks and its damage constitutive model[J]. , 2017, 38(10): 2901-2908.

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岩石应变软化变形特性及损伤本构模型研究

Characteristics of strain softening of rocks and its damage constitutive model

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