Flexural Bchavior of RC Beam according to Thickness Repaired and Rehabilitated with VES-LMC

VES-LMC의 보수·보강 두께에 따른 RC보의 휨거동 특성

  • 김성권 (강원대학교 토목공학과) ;
  • 이봉학 (강원대학교 토목공학과)
  • Published : 2006.08.31

Abstract

The purpose of this study was to investigate the flexural, interfacial behavior, crack propagation, nonlinear behavior, effect repaired and rehabilitated with VES-LMC using RC beam with 4-point-loading test. The results were following: The test result showed that repair and rehabilitation effect increased as its depth increased, which was verified by the increase of flexural stiffness. More than 40% of stiffness was improved when the depth of repair was up to steel position. However, there was a little difference between 8cm and 12cm repaired beam. This means the repair depth must be considered. The interfacial behavior data showed that the repaired or rehabilitated beams had a little relative displacement. This means that two materials behave comparatively acting together. This suggested that interface treatment were one of the most important jobs in composite beams.

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