๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

An anisotropic damage model with dilatation for concrete

โœ Scribed by S. Yazdani; H.L. Schreyer

Publisher
Elsevier Science
Year
1988
Tongue
English
Weight
881 KB
Volume
7
Category
Article
ISSN
0167-6636

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

An anisotropic elastoplastic-damage mode
An anisotropic elastoplastic-damage model for plain concrete
โœ G. Meschke; R. Lackner; H. A. Mang ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 258 KB

A material model for plain concrete formulated within the framework of multisurface elastoplasticity-damage theory is proposed in this paper. Anisotropic sti ness degradation as well as inelastic deformations are taken into account. The applicability of the model encompasses cracking as well as the

An orthotropic damage model for concrete
An orthotropic damage model for concrete at different temperatures
โœ T.Q. Yu; X.S. Miao; J.M. Xiong; H. Jiang; H. Lee ๐Ÿ“‚ Article ๐Ÿ“… 1989 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 770 KB

An orthotropic damage model for concrete at different temperatures is presented in this paper. It also considers the unilateral effect of concrete in a three-dimensional problem. An uniaxial compression experiment at different temperaturb is made successfully. This model corresponds well to the expe

A micromechanical damage model for concr
A micromechanical damage model for concrete
โœ Dusan Krajcinovic; David Fanella ๐Ÿ“‚ Article ๐Ÿ“… 1986 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 933 KB

The present paper proposes a constitutive theory for concrete based on the geometry of its mesostructure and the actual kinetics of the microcrack evolution. The only material parameters used within the context of the proposed formulation are those associated with the elastic, macroscopic response a