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Reliability of reinforced concrete beams in limit state of cracking— failure rate analysis approach

✍ Scribed by Prakash Desayi; K. Balaji Rao


Book ID
112756417
Publisher
Springer
Year
1989
Tongue
English
Weight
844 KB
Volume
22
Category
Article
ISSN
1871-6873

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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