Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle
Author:
Funder
Cariplo Foundation
MIUR
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference32 articles.
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3. Discussion of the paper “Stiffness formulation for nonprismatic beam elements” by Arture Tena-Colunga;Balkaya;J Struct Eng,1997
4. Behavior and modeling of nonprismatic members having T-sections;Balkaya;J Struct Eng,2001
5. Exact Bernoulli–Euler static stiffness matrix for a range of tapered beam–columns;Banerjee;Int J Numer Methods Eng,1986
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