The present paper addresses with intermediate crack (IC) debonding failure modes in FRP-strengthened reinforced concrete beams; a non-linear local deformation model, derived from a cracking analysis based on slip and bond stress, is adopted to predict the stresses and strains distribution at failure
β¦ LIBER β¦
Flexural time-dependent cracking and post-cracking behaviour of FRP strengthened concrete beams
β Scribed by Ehab Hamed; Mark A. Bradford
- Book ID
- 113656809
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 704 KB
- Volume
- 49
- Category
- Article
- ISSN
- 0020-7683
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