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论文摘要

基于无单元伽辽金法的水工结构温度应力及温度裂纹扩展计算

Simulation of Thermal Stress and Crack propagation in Hydraulic Structures Based on EFGM

作者:程井(武汉大学);常晓林(武汉大学 水资源与水电工程科学国家重点实验室,湖北 武汉 430072);周伟(武汉大学 水资源与水电工程科学国家重点实验室,湖北 武汉 430072)

Author:Cheng Jing(Wuhan Univerisity);常晓林();周伟()

收稿日期:2008-11-07          年卷(期)页码:2009,41(4):26-30

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:无单元伽辽金法;温度应力;衍射法;围线积分;复合型裂纹;裂纹扩展;应力强度因子

Key words:element-free Galerkin method; thermal stress; diffraction method; contour integral method; mixed-mode crack; crack propagation; stress intensity factor (SIF)

基金项目:50779048/E090101;50579055/E090801

中文摘要

水工混凝土结构的温度应力及裂纹扩展计算是一大难点。用节点来离散域的无单元伽辽金法由于不需要网格,特别适合模拟裂纹扩展问题。本文主要研究应用无单元法来计算温度应力以及温度裂纹扩展,提出了基于衍射法的折线不连续面模拟方法,并介绍了计算裂纹应力强度因子的围线积分法等,编制了温度裂纹及其扩展计算的VC++程序。通过典型气温骤降温度应力、单边直裂纹和斜裂纹实例对程序进行了验证,算例结果表明其具有较好的精度和可靠性。然后以底部约束混凝土块为例介绍了裂纹扩展的模拟过程及结果。最后对无单元法计算裂纹扩展的一些问题和难题进行了总结。

英文摘要

The calculation of thermal stress and thermal crack propagation remains a tough problem for hydraulic structure engineering. Due to its node discretization and no-remeshing property, the EFGM (Element free Galerkin Method) is very suitable for simulating cracking problems. Based on the EFGM, the approach for calculating the thermal stress and thermal crack propagation is studied, and a diffraction method is presented to simulate the multi-line discontinuity as well as the contour integral method for SIFs (Stress Intensity Factors) calculation. Then a VC++ program is developed. Samples including a surface thermal shock problem, a straight side cracking plane problem and a slope side cracking plane problem are computed to validate the program. All results show good accuracy and reliability. Then taking a bottom-restrained concrete block suffering thermal stress as an example, the crack propagation is simulated by the proposed approach. Finally some key problems for crack propagation simulation are discussed.

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