๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Non-local damage modelling of concrete: a procedure for the determination of model parameters

โœ Scribed by Giang D. Nguyen; Guy T. Houlsby

Publisher
John Wiley and Sons
Year
2007
Tongue
English
Weight
379 KB
Volume
31
Category
Article
ISSN
0363-9061

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

A plastic-damage concrete model for eart
A plastic-damage concrete model for earthquake analysis of dams
โœ Lee, Jeeho; Fenves, Gregory L. ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 311 KB ๐Ÿ‘ 2 views

A new plastic-damage constitutive model for cyclic loading of concrete has been developed for the earthquake analysis of concrete dams. The rate-independent model consistently includes the effects of strain softening, represented by separate damage variables for tension and compression. A simple sca

Determination of local characteristics f
Determination of local characteristics for the application of the Weakest-Link Model
โœ A. Diemar; R. Thumser; J. W. Bergmann ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 247 KB

The Weakest-Link model is based on defects that are statistically distributed within the material with local stress. The failure at least at one defect causes the failure of the total structure. Based on this model, the so-called statistic size effect can be evaluated in the case of cyclic loading a