2006
DOI: 10.1061/(asce)1090-0268(2006)10:1(69)
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Debonding Strength of Steel Beams Strengthened with CFRP Plates

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Cited by 76 publications
(25 citation statements)
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“…A number of experiments and engineering show that the method of reinforced concrete beams strengthened with CFRP Plates on the bottom is often debonding failure [4][5][6], and the material properties can not be fully performed. In the actual engineering reinforcement, it is difficult to strengthen the beam when there are lines or pipes and others close to the bottom of the beam.…”
Section: Introductionmentioning
confidence: 99%
“…A number of experiments and engineering show that the method of reinforced concrete beams strengthened with CFRP Plates on the bottom is often debonding failure [4][5][6], and the material properties can not be fully performed. In the actual engineering reinforcement, it is difficult to strengthen the beam when there are lines or pipes and others close to the bottom of the beam.…”
Section: Introductionmentioning
confidence: 99%
“…In this technique, it was necessary to prevent the current flow by spraying a thin layer of an insulating material before tracing the silver line because steel material is electrically conductive. This technique was also employed in a study on the debonding strength of steel beams strengthened with CFRP plates [23]. …”
Section: Constant Amplitude Fatigue Testsmentioning
confidence: 99%
“…CFRP sheets or laminates may be bonded to the damaged substrate of a steel girder, usually tensile soffit, using an adhesive. The majority of experimental or analytical investigations into the behavior of steel structures strengthened with CFRP are dedicated to CFRP-steel interface, load-carrying capacity, and failure mode [5][6][7][8][9][10]. Scant endeavors have been made on evaluating the effectiveness of CFRP-strengthening for steel members using the concept of stress intensity.…”
Section: Introductionmentioning
confidence: 99%