A non-linear procedure is presented for modelling the bond characteristic between concrete and reinforcing steel for reinforced concrete structures in a fire. The accuracy and reliability of the model are demonstrated by the analysis of one pull-out test and one beam test at ambient temperature and
✦ LIBER ✦
Simulating bond failure in reinforced concrete by a plasticity model
✍ Scribed by Daiane de S. Brisotto; Eduardo Bittencourt; Virginia M. R. d’A. Bessa
- Book ID
- 119220961
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 760 KB
- Volume
- 106-107
- Category
- Article
- ISSN
- 0045-7949
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