Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming

WANG Jun-xing; LI Ze

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming

更新时间：2026-06-25

- Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming
- Vol. 29, Issue 6, (2008)
- 作者机构：
  
  武汉大学水资源与水电工程科学国家重点实验室,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU313
- Online First：15 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
WANG Jun-xing, LI Ze. Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming[J]. 2008, 29(6).
DOI：

WANG Jun-xing, LI Ze. Research on lower bound method of plastic limit analysis using finite elements based on nonlinear programming[J]. 2008, 29(6). DOI：

摘要

在分析Sloan建立的有限元塑性极限分析线性规划数学模型存在的局限性基础上，提出了基于非线性规划的有限元塑性极限分析下限法数学模型。采用非线性屈服条件构建了下限法静力容许应力场，建立了求解超载系数、强度储备系数的下限法数学模型，并提出了针对塑性极限分析非线性规划数学模型的求解策略；最后对一个经典算例进行了深入分析，验证了方法的正确性。

Abstract

Lower bound nonlinear programming model based on limit analysis theory is constructed through the analysis of limitation of linear programming models that are proposed by S.W.Sloan. The statically admissible stress fields for lower bound analysis are constructed by using nonlinear yield conditions; and the nonlinear programming models that can calculate overload coefficient and strength safety coefficient are established; and then the optimization strategy of nonlinear programming problem is put forward. Finally

a classic example of slope stability is given; and the results prove the correctness of the method.

关键词

Keywords

references

Views

1336

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Three-dimensional block elements plastic lower bound limit analysis method for slope stability

Nonlinear programming of lower bound finite element method

Investigation on finite element upper bound solution based on rigid translatory moving element

Analytic approach of slope multi-slip surfaces based on local strength reduction method and its application

Analysis of slope stability and research of calculation method under horizontal slice method

Related Author

CHEN Wei

LI Ze

WANG Jun-xing

LUO Bei-er

ZHAO Ming-hua

ZHANG Rui

LIU Meng

YANG Feng

Related Institution

Fujian Provincial Planning Institute of Water Resources

Department of Engineering Mechanics, Kunming University of Science and Technology

Institute of Geotechnical Engineering, Hunan University

School of Civil Engineering, Central South University

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

AI问答

⁰