On the formulation of geometrically nonlinear 3D-Rebar-elements using the enhanced assumed strain method-Reference-Cited by-同舟云学术

On the formulation of geometrically nonlinear 3D-Rebar-elements using the enhanced assumed strain method

Published:1999-03 Issue:3 Volume:21 Page:209-218
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sprenger W.,Wagner W.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

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2. Large-strain 3D-analysis of fibre-reinforced composites using rebar elements: hyperelastic formulations for cords;Meschke;Comp Mech,1994

3. Gebbeken N. Zur Untersuchung des linearen Tragverhaltens von Faserverbundkonstruktionen mittles numerischer Methoden, Report No. 96/1, Universität der Bundeswehr München, 1996.

4. A class of mixed assumed strain methods and the method of incompatible modes;Simo;Int J Num Meth Engng,1990

5. EAS-elements for two-dimensional, three-dimensional plate and shell structures and their equivalence to HR-elements;Andelfinger;Int J Num Meth Engng,1993

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