Short-term bond behavior and debonding capacity of prestressed CFRP composites to steel substrate
Author:
Funder
Swiss National Science Foundation
S&P Clever Reinforcement Company AG, Switzerland
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference38 articles.
1. FRP-strengthened metallic structures;Zhao,2013
2. Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: experimental and numerical study;Ghafoori;Constr Build Mater,2015
3. Normal, high and ultra-high modulus CFRP laminates for bonded and un-bonded strengthening of steel beams;Ghafoori;Mater Des,2015
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