A force-based frame finite element formulation for analysis of two- and three-layered composite beams with material non-linearity

Author:

Khorsandnia NimaORCID,Valipour Hamid,Foster Stephen,Crews Keith

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference50 articles.

1. E. Bou Saïd, J.F. Jullien, A. Ceccotti, Long term modelling of timber–concrete composite structures in variable climates, in: Proceedings of the 8th World Conference on Timber Engineering (WCTE), Lahti, Finland, 2004, p. 6.

2. A non-linear 3D FEM model to simulate timber-concrete joints;Dias;Adv. Eng. Softw.,2007

3. Finite-element modeling of short-term field response of composite wood–concrete floors/decks;Gutkowski;J. Struct. Eng.,2010

4. A finite element model for long-term analysis of timber–concrete composite beams;Fragiacomo;Struct. Eng. Mech.,2005

5. Long-term behavior of timber–concrete composite beams. I: finite element modeling and validation;Fragiacomo;J. Struct. Eng.,2006

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