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Poutre multifibre Timoshenko pour la modélisation de structures en béton armé
The equations of a 3D multifiber Timoshenko beam element and its use for modeling the non linear behavior of reinforced concrete structures are presented hereafter. The originality of the element is that it has two nodes and higher order interpolation functions in order to deal with shear locking phenomena. Numerical applications and comparisons with experimental results show the well funding of the approach.
Poutre multifibre Timoshenko pour la modélisation de structures en béton armé
The equations of a 3D multifiber Timoshenko beam element and its use for modeling the non linear behavior of reinforced concrete structures are presented hereafter. The originality of the element is that it has two nodes and higher order interpolation functions in order to deal with shear locking phenomena. Numerical applications and comparisons with experimental results show the well funding of the approach.
Poutre multifibre Timoshenko pour la modélisation de structures en béton armé
Kotronis, Panagiotis (author) / Davenne, Luc (author) / Mazars, Jacky (author)
Revue Française de Génie Civil ; 8 ; 329-343
2004-02-01
15 pages
Article (Journal)
Electronic Resource
Unknown
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