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。
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.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2008年第6期1471-1476,共6页
Rock and Soil Mechanics
基金
教育部科学技术研究重点项目(No.106107)
关键词
塑性极限分析
下限法
非线性规划
极限荷载
安全系数
plastic limit analysis
lower bound method
nonlinear programming
collapse load
factor of safety