Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection-Reference-Cited by-同舟云学术

Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection

Published:2004-02 Issue:4 Volume:40 Page:425-448
ISSN:0168-874X
Container-title:Finite Elements in Analysis and Design
language:en
Short-container-title:Finite Elements in Analysis and Design

Author:

Dall'Asta Andrea,Zona Alessandro

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. Tests and analysis of composite beams with incomplete interaction;Newmark;Proc. Soc. Exp. Stress Anal.,1951

2. Elastic-plastic analysis of composite beams with incomplete interaction by finite element method;Arizumi;Comput. Struct.,1981

3. Composite slab behaviour and strength analysis. Part. I;Daniels;J. Struct. Eng. ASCE,1993

4. Non-linear analysis of composite beams by a displacement approach;Dall'Asta;Comput. Struct.,2002

5. A. Dall'Asta, A. Zona, Locking in composite beams with weak shear connection, Technical Note no. 264, Istituto di Scienza e Tecnica delle Costruzioni, University of Ancona, Italy, 2001.

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