A theoretical method to predict the interfacial stresses in the adhesive layer of damaged reinforced concrete beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) plate is presented. The adopted model is developed including the adherend shear deformations by assuming a li
Smeared crack models of RC beams with externally bonded CFRP plates
β Scribed by P. Fanning; O. Kelly
- Publisher
- Springer
- Year
- 2000
- Tongue
- English
- Weight
- 285 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0178-7675
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