A 3D constitutive model for concrete based on a co-rotational concept

conference paper
1998
Feenstra, P.H.

Rots, J.G.

Arnesen, A.

Teigen, J.G.

Hoiseth, K.V.
This paper discusses the concept of the co-rotational elasticity-based crack model and the assumptions made on the behavior of concrete, in specific on the lateral stress effects. The formulation of the constitutive model is given, including the consistent formulation of the tangent stiffness matrix. The model is applied to a plain concrete notched beam and to a reinforced concrete shear wall.
TNO Identifier
328961
Repository link
https://resolver.tno.nl/uuid:c37c5cdd-2c70-4a26-9051-7496dc0c8789
Publisher
Brookfield
Source title
Proceedings of the Euro-C 1998 Conference on Computational Modelling of Concrete Structures, Bad Gastein, Austria, 31 March - 3 April 1998
Editor(s)
Borst, R. de
Bicanic, N.
Mang, H.
Meschke, G.
Collation
10 p.
Place of publication
Rotterdam
Pages
13-22
Files
To receive the publication files, please send an e-mail request to TNO Repository.