External bonding of fibre reinforced plastic (FRP) strips to reinforced concrete (RC) beams has been widely accepted as an effective method for strengthening. The ultimate flexural strength of strengthened RC beams can be improved significantly, but it is often impaired by premature failure modes, s
โฆ LIBER โฆ
Concrete cover separation failure of overlay-strengthened reinforced concrete beams
โ Scribed by Dawei Zhang; Tamon Ueda; Hitoshi Furuuchi
- Book ID
- 113553247
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 805 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0950-0618
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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