A novel approach to elasto-plastic finite element analysis of beam structures using the concept of incremental secant stiffness-Reference-Cited by-同舟云学术

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A novel approach to elasto-plastic finite element analysis of beam structures using the concept of incremental secant stiffness

Published:2010-11 Issue:11 Volume:46 Page:982-991
ISSN:0168-874X
Container-title:Finite Elements in Analysis and Design
language:en
Short-container-title:Finite Elements in Analysis and Design

Author:

Wen Y.,Zeng Q.Y.

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference49 articles.

1. Plastic Analysis of Structures;Hodge,1959

2. Mechanics of Materials;Timoshenko,1972

3. The plastic node method: a new method of plastic analysis;Ueda;Computer Methods in Applied Mechanics and Engineering,1982

4. Geometrical and material nonlinear analysis for determining ultimate load capacity of long-span bridges;Pan;China Civil Engineering Journal,2000

5. European calibration frames for second-order inelastic analysis;Toma;Engineering Structures,1992

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1. Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams;Meccanica;2020-06-02

2. Elastoplastic analysis of compact and thin-walled structures using classical and refined beam finite element models;Mechanics of Advanced Materials and Structures;2017-10-30

3. Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds;Frontiers of Structural and Civil Engineering;2016-06-10

4. A new numerical method for determining collapse load-carrying capacity of structure made of elasto-plastic material;Journal of Central South University;2014-01

5. Benchmarks for elastoplastic analysis of steel frames;AUST J STRUCT ENG;2011

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