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Displacement-based nonlinear finite element analysis of composite beam–columns with partial interaction

  • Published:2010-06 Issue:6 Volume:66 Page:772-779
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Sousa João Batista M.,Oliveira Claudio E.M.,da Silva Amilton R.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference25 articles.

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

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

3. Displacement-based formulations for composite beams with longitudinal slip and vertical uplift;Gara;Internat J Numer Methods Engrg,2006

4. Finite element formulations of one-dimensional elements with bond-slip;Salari;Eng Struct,2001

5. Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection;Dall’Asta;Finite Elem Anal Design,2004

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