Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Inplane Flexural Behavior of Concrete Walls Reinforced by Welded Wire Fabric

용접철망 콘크리트 벽체의 면내 휨거동 연구

  • 김대중 (전남대학교 대학원) ;
  • 김우 (전남대학교 토목공학과) ;
  • 양지수 (대한주택공사 주택연구소) ;
  • 윤영호 (대한주택공사 주택연구소) ;
  • 정란 (단국대학교 건축공학과)
  • Published : 1993.04.01
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Abstract

8 Wall specimens (1/2 scaled) used welded wire fabric (Ф=6mm) and ordinary deformed reinforcement(D6) of which their ultimate tensile strength were almost same were tested to investigate the inplane-flexural behavior. Test results show that : 1. The wall strength with welded wire fabric was 20% less than that with deformed bar. 2. The wall ductility ratio of welded wire fabric was 1/3 times than that of deformed bar, approximately. 3. It is recommened that lap splice of welded sire fabric should be avoided in critical fracture zone.

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