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Debonding Strength of Steel Beams Strengthened with CFRP Plates
Publisher: American Society of Civil Engineers
Abstract: This paper addresses the debonding strength of partial-length, adhesively bonded carbon fiber-reinforced polymer (CFRP) plates that are used to strengthen steel beams. Bonded CFRP plates tend to debond under static and ...
Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates
Publisher: American Society of Civil Engineers
Abstract: This paper presents the flexural behavior of rolled steel beams that were strengthened with partial-length, adhesive-bonded carbon fiber-reinforced polymer (CFRP) plates. The hybrid beams had two types of failure mode, ...
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