Complementarity Problems in Structural Engineering: An Overview

被引：11

作者：

Bolzon, Gabriella ^{[1
]}

机构：

[1] Politecn Milan, Dept Civil & Environm Engn, Piazza Leonardo da Vinci 32, I-20133 Milan, Italy

来源：

ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING | 2017年 / 24卷 / 01期

关键词：

NONLINEAR-PROGRAMMING APPROACH; STRAIN-SOFTENING FRAMES; QUASI-BRITTLE-FRACTURE; LIMIT ANALYSIS; ELASTOPLASTIC ANALYSIS; FRICTIONAL CONTACT; SHAKEDOWN ANALYSIS; PARAMETER-IDENTIFICATION; VARIATIONAL INEQUALITY; TOPOLOGY OPTIMIZATION;

D O I：

10.1007/s11831-015-9158-8

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper summarizes the formulation of structural engineering problems concerned with inelastic phenomena that can be described in complementarity format. This mathematical construct can be transferred to the discretized version of the continuum problem by generalized variables. The evaluation of safety factors against collapse conditions, of primary deemed relevance for a safe and rational design in harmonized European Standards, can be performed in a consistent framework. The main features of these approaches and the relevant computational tools are revised.

引用

页码：23 / 36

页数：14