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Flexural Performance and Crack Damage Mitigation of Plain Concrete Beams Layered with Reinforced SHCC Materials with Polyethylene Fibers

폴리에틸렌 단일섬유를 혼입한 SHCC로 휨 보강된 콘크리트 보의 균열손상 제어 및 휨 성능

  • Kim, June-Su (Dept. of Architectural Engineering, Chungnam National University) ;
  • Lee, Young-Oh (Dept. of Architectural Engineering, Chungnam National University) ;
  • Shim, Young-Yong (Dept. of Architectural Engineering, Chungnam National University) ;
  • Yun, Hyun-Do (Dept. of Architectural Engineering, Chungnam National University)
  • Received : 2011.12.06
  • Accepted : 2012.04.12
  • Published : 2012.08.31

Abstract

Required performance for repair materials are strength, ductility, durability and bonding with the substrate concrete. Various kinds of fiber-reinforced cement composites (FRCCs) have been developed and used as repair materials. Strain-hardening cement based composites (SHCC) is one of the effective repair materials that can be used to improve crack-damage tolerance of reinforced concrete (RC) structures. SHCC is a superior FRCC that has multiple cracking characteristic and pseudo strain-hardening behavior. The expansive admixture, which can be used to reduce shrinkage in SHCC materials with less workability by controlling interfacial bonding performance between SHCC and substrate concrete. For the application of SHCC as a repair material to RC structures, this study investigates the flexural performance of expansive SHCC-layered concrete beam. Test variables include the replacement levels of expansive admixture (0 and 10%), repair thickness (30 and 40 mm), and compressive strength of SHCC (30, 70 and 100 MPa). Four point bending tests on concrete beams strengthened with SHCCs were carried out to evaluate the contribution of SHCC on the flexural capacity. The result suggested that expansive SHCC materials can be used for repairing and strengthening of concrete infrastructures.

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