基于均匀化理论的多孔岩石循环荷载下破坏机制以及安定性研究

批准号:
11902111
项目类别:
青年科学基金项目
资助金额:
24.0 万元
负责人:
张瑨
依托单位:
学科分类:
A1301.岩体力学与土力学
结题年份:
2022
批准年份:
2019
项目状态:
已结题
项目参与者:
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中文摘要
自然条件中的岩土工程往往承受不同性质变值荷载的作用,其长期安全不仅与承受的最大荷载有关,还与荷载的变化范围有关。本项目拟借助理论推导、数值模拟以及试验验证等手段,将均匀化理论与安定性下限定理相结合,通过建立细观力学模型,系统研究多孔岩石在不同循环荷载作用下的破坏机制以及所能承受的安定极限荷载。通过对常规条件和水力耦合条件下多孔岩石不同的固相基质、孔隙率、孔洞分布和坚硬夹杂等因素逐一进行安定性分析,深入研究岩体细观结构和外部荷载性质对其变值荷载承载极限的影响,建立相应的宏观安定准则;并基于有限元思想和非线性优化方法,开发出能高效计算多孔岩石在变值荷载下承载极限的数值程序。本项目有利于完善岩土工程长期安全评定体系,为事故防治和能源高效开发提供可靠的科学依据和技术支撑。
英文摘要
Many geotechnical engineerings are exposed to simultaneous actions of loads and temperature fields , varying usually in a more or less cyclic way, within wide limits. In this case, the magnitude of the ultimate load is not the only factor characterizing the structural safety, but also the amplitude of the variations. The present project is devoted to studying the collapse mechanism of porous rocks subjected to cyclic loadings and to establishing a macroscopic criterion to determine the shakedown limit state, analytically and numerically, and the results will be assessed by experiments, as well. The key idea relies on Melan's statical shakedown theorem and the homogenization theory on the micromechanic models by respecting different solid phases, porosities and rigid inclusions, in order to reflect the effects of the microscopic structure of porous rocks and nature of applied loads on its safety loading domain. Moreover, a mathematical programming, by means of the Finite Element Method and non-linear optimization, will be provided to predict the variable load bearing capacity of porous rocks. The obtained results by this research can surely help promote the application of shakedown analysis on the rock engineerings, and provide a scientific and technical support for the engineering design and evaluation of the stability.
自然环境中岩土工程往往承受不同性质变值荷载的作用,其长期安全不仅与承受的最大荷载有关,更与荷载的变化范围有关。本项目开展了基于以理论推导、数值模拟以及试验验证的研究手段,将均匀化理论与安定性下限定理相结合,通过能够描述多孔材料细观特性的细观模型,系统地研究了多孔岩石在不同循环荷载作用下破坏机制以及所能承受的安定极限荷载。通过对常规条件和水力耦合条件下多孔岩石不同的固相基质、孔隙率、等因素逐一进行安定性分析,研究了岩体细观结构和外部荷载性质对其变值荷载承载极限的影响,建立相应的宏观安定准则;并基于有限元思想和非线性优化方法,开发了计算多孔岩石在变值荷载下的承载极限的数值程序。本项目研究成果可以完善岩土工程的长期安全评定体系,为事故防治和能源高效开发提供可靠的科学依据和技术支撑。
期刊论文列表
专著列表
科研奖励列表
会议论文列表
专利列表
A bipotential-based macroscopic fatigue criterion of porous materials with a pressure-sensitive and non-associated plastic solid matrix and comparison with numerical simulation
基于双势的压敏非缔合塑性固体基体多孔材料宏观疲劳准则及与数值模拟的比较
DOI:10.1016/j.mechmat.2021.104161
发表时间:2021-12
期刊:Mechanics of Materials
影响因子:3.9
作者:J. Zhang;J.F. Shao;Q.Z. Zhu;G. De Saxcé
通讯作者:G. De Saxcé
Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
考虑交替湿润和干燥条件的微力学模型的多孔土工材料的长期强度
DOI:10.1155/2021/6617453
发表时间:2021-02
期刊:Geofluids
影响因子:1.7
作者:Jin Zhang;Shirong Fu;Tao Ni;Bei Han;Chong Shi
通讯作者:Chong Shi
Prediction of mechanical behavior of rocks with strong strain-softening effects by a deep-learning approach
通过深度学习方法预测具有强应变软化效应的岩石的力学行为
DOI:10.1016/j.compgeo.2022.105040
发表时间:2022-12
期刊:Computers and Geotechnics
影响因子:5.3
作者:Shi Lingling;Zhang Jin;Zhu Qizhi;Sun Haohang
通讯作者:Sun Haohang
Shakedown analysis of a hollow sphere by interior-point method with non-linear optimization
采用非线性优化内点法对空心球进行安定分析
DOI:10.1016/j.ijmecsci.2020.105515
发表时间:2020-06
期刊:INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
影响因子:7.3
作者:Zhang J;Oueslati A.;Shen W. Q.;De Saxce G.;Nguyen A. D.;Zhu Q. Z.;Shao J. F.
通讯作者:Shao J. F.
A homogenized macroscopic criterion for shakedown analysis of ductile porous media with kinematical hardening matrix
运动硬化基体延性多孔介质安定分析的均质宏观标准
DOI:10.1016/j.euromechsol.2020.104015
发表时间:2020-07
期刊:EUROPEAN JOURNAL OF MECHANICS A-SOLIDS
影响因子:4.1
作者:Zhang J;Shen W. Q.;Zhu Q. Z.;Shao J. F.
通讯作者:Shao J. F.
国内基金
海外基金
