Analytical solution for layered composite beams with partial shear interaction based on Timoshenko beam theory
Author:
Funder
National Research, Development and Innovation Office
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference33 articles.
1. A two-field mixed variational principle for partially connected composite beams;Ayoube;Finite Elements Anal Design,2001
2. The shear coefficient in Timoshenko’s beam theory;Cowper;J Appl Mech,1966
3. Slip locking in finite elements for composite beams with deformable shear connection;Dall’Asta;Finite Elements Anal Design,2004
4. Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection;Dall’Asta;Finite Elements Anal Design,2004
5. Static analysis of composite beams with weak shear connection;Ecsedi;Appl Math Mod,2011
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