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边坡稳定可靠度分析的并行随机有限元方法
引用本文:茹忠亮,李明田.边坡稳定可靠度分析的并行随机有限元方法[J].岩土力学,2006,27(Z1):751-754.
作者姓名:茹忠亮  李明田
作者单位:河南理工大学 土木工程学院,焦作 454000
基金项目:河南理工大学博士基金(No.648508)
摘    要:将Monte-Carlo随机方法与并行有限元方法结合,设计了基于PC机群的并行随机有限元算法,每一次随机模拟产生一个随机场,作为一个样本,代入有限元进行稳定性计算,发挥并行有限元计算量大、计算速度快的特点,克服了Monte-Carlo方法计算时间长的缺点。用C++语言结合MPI消息传递接口开发了相应的计算软件,计算了1 000个随机样本的边坡可靠度问题,验证了程序的可靠性及高效性。

关 键 词:可靠度  随机  并行有限元  
收稿时间:2006-11-27

Reliability analysis of slope stability by parallel stochastic FEM
RU Zhong-liang,LI Ming-tian.Reliability analysis of slope stability by parallel stochastic FEM[J].Rock and Soil Mechanics,2006,27(Z1):751-754.
Authors:RU Zhong-liang  LI Ming-tian
Institution:School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China
Abstract:A parallel stochastic FEM based on PC cluster is designed by combining Monte-Carlo stochastic algorithm and domain decomposed finite element method. Making a random field as a sample, exerting the virtues of parallel FEM, huge computing capacity and fast computing, the long time consuming disadvantage of Monte-Carlo method is conquered. Developed parallel computing program using C++ and MPI, then the reliability of a slope is analyzed with 1 000 stochastic samples; and the robust and efficiency of this algorithm are validated.
Keywords:reliability  stochastic  parallel finite element method  
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