裂隙岩体热-力耦合模拟的数值流形方法

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jiawei Liang, Defu Tong, Fei Tan, Xiongwei Yi, Junpeng Zou, Jiahe Lv
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引用次数: 0

摘要

数值流形法(NMM)是一种基于伽辽金变分的计算方法,采用双覆盖系统,易于处理不连续变形问题,具有较高的计算精度。针对裂隙岩体的热-力耦合问题,利用NMM模拟了温度场影响下岩体中裂纹的起裂和扩展过程,推导了相关的系统方程,提出了处理边界条件的罚函数法。数值算例验证了该方法的有效性和较高的精度。通过对厚壁圆筒(TWC)的热应力分析,对加热和冷却条件下的TWC开裂进行了模拟,并对瑞典Äspö矿柱稳定实验(APSE)岩柱的热开裂进行了模拟,得到了热应力与TM的耦合关系。数值模拟结果与试验数据及其他数值结果吻合较好,验证了NMM在处理裂隙岩体热应力及裂纹扩展问题上的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical manifold method for thermo-mechanical coupling simulation of fractured rock mass
As a calculation method based on the Galerkin variation, the numerical manifold method (NMM) adopts a double covering system, which can easily deal with discontinuous deformation problems and has a high calculation accuracy. Aiming at the thermo-mechanical (TM) coupling problem of fractured rock masses, this study uses the NMM to simulate the processes of crack initiation and propagation in a rock mass under the influence of temperature field, deduces related system equations, and proposes a penalty function method to deal with boundary conditions. Numerical examples are employed to confirm the effectiveness and high accuracy of this method. By the thermal stress analysis of a thick-walled cylinder (TWC), the simulation of cracking in the TWC under heating and cooling conditions, and the simulation of thermal cracking of the Swedish Äspö Pillar Stability Experiment (APSE) rock column, the thermal stress, and TM coupling are obtained. The numerical simulation results are in good agreement with the test data and other numerical results, thus verifying the effectiveness of the NMM in dealing with thermal stress and crack propagation problems of fractured rock masses.
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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