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糯扎渡高心墙碓石坝位移反演分析方法研究
应用人工神经网络和演化算法,基于坝体变形原位观测数据,对糯扎渡高心墙堆石坝的土料模型参数进行了反演分析。反演过程中采用了分区反演的方法对各坝料的模型参数进行解耦,逐步确定了各坝料的邓肯-张E-B模型参数、沈珠江流变模型参...
吴永康董威信于玉贞张丙印
关键词:反演分析模型参数湿化
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Factors affecting accuracy of radial point interpolation meshfree method for 3-D solid mechanics
2013年
Recently,the radial point interpolation meshfree method has gained popularity owing to its advantages in large deformation and discontinuity problems,however,the accuracy of this method depends on many factors and their influences are not fully investigated yet.In this work,three main factors,i.e.,the shape parameters,the influence domain size,and the nodal distribution,on the accuracy of the radial point interpolation method(RPIM)are systematically studied and conclusive results are obtained.First,the effect of shape parameters(R,q)of the multi-quadric basis function on the accuracy of RPIM is examined via global search.A new interpolation error index,closely related to the accuracy of RPIM,is proposed.The distribution of various error indexes on the R q plane shows that shape parameters q[1.2,1.8]and R[0,1.5]can give good results for general 3-D analysis.This recommended range of shape parameters is examined by multiple benchmark examples in 3D solid mechanics.Second,through numerical experiments,an average of 30 40 nodes in the influence domain of a Gauss point is recommended for 3-D solid mechanics.Third,it is observed that the distribution of nodes has significant effect on the accuracy of RPIM although it has little effect on the accuracy of interpolation.Nodal distributions with better uniformity give better results.Furthermore,how the influence domain size and nodal distribution affect the selection of shape parameters and how the nodal distribution affects the choice of influence domain size are also discussed.
彭翀袁会娜张丙印张琰
关键词:3-D无网格方法
土工构筑物和边坡工程发展综述-作用机理与数值模拟方法
结合我国土工构筑物和边坡工程的建设实践,主要针对近年来有关作用机理与数值模拟方法方面的研究成果进行了讨论和总结,主要包括士工构筑物工作状态和变形时空发展规律、破坏机制和数值模拟方法、土-结构接触特性和多体接触分析、土质边...
张丙印温彦锋朱本珍于玉贞
关键词:土质边坡应力变形分析接触特性
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