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
โฆ LIBER โฆ
An orthotropic damage model for masonry structures
โ Scribed by Luisa Berto; Anna Saetta; Roberto Scotta; Renato Vitaliani
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 922 KB
- Volume
- 55
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.495
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