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In-plane Shear Responses of Insulated Concrete Sandwich Wall Panels (CSWP) with Corrugated Glass Fiber-Reinforced Polymer (GFRP) Shear Connectors

파형 유리섬유복합체 전단연결재로 보강된 중단열 벽체의 면내전단거동

  • Received : 2013.04.18
  • Accepted : 2014.03.04
  • Published : 2014.03.25

Abstract

This paper describes the test results on in-plane shear responses of insulated concrete sandwich wall panels (CSWP) with corrugated glass fiber-reinforced polymer (GFRP) shear connector. The insulated CSWP are commonly consisted of two walls of concrete separated by a layer of rigid foam insulation and shear connectors used to provide integrity between the interior and exterior concrete wall panels. Each insulated CSWP specimens were tested under push-out loading, with bottom surfaces of the outer two concrete walls supported vertically, and a gap under the bottom surface of the middle concrete wall. In this study, type of insulation [expanded polystyrene(EPS) and extruded polystyrene with surface treatment(XPSS)], casting method (horizontal and vertical casting of concrete) and reinforcement cross-section of shear connector were considered as principal variables. And four types of corrugated shear connector with different width and pitch were used for insulated CSWP. The load versus relative slip response of the insulated CSWP has been established through push-out shear test. Test results indicate that insulated CSWP specimens with XPSS insulation show higher shear capacity than those with EPS insulation due to the relatively high surface roughness of XPSS insulation and vertical method of casting higher shear capacity than horizontal method. It was also shown that interfacial bonding between insulation and concrete walls has a significant effect on the in-plane shear resistance prior to GFRP connector's working. In-plane shear capacity of insulated CSWP increased with increasing cross-sectional area of shear connector.

Keywords

Acknowledgement

Supported by : 한국건설기술교통기술평가원, 한국연구재단

References

  1. 김성완, "불과건축 : 건물의 외단열과 내단열", 대한건축학회, Vol.36, No.6, 1992, p.p. 28-31
  2. 한국건설기술연구원, "단열성능이 향상된 중단열 콘크리트 외벽시스템 개발 1차년도 보고서", 2011
  3. PCI Committee on Precast Sandwich Wall Panels "State of the Art of Precast/Prestressed Concrete Sandwich Wall Panels", PCI journal, Spring, 2011
  4. Stephen Pessiki, Alexandar Mlynarczyk "Experimental evaluation of the composite behavior of precast concrete behavior of precast concrete sandwich wall panes", PCI journal, 3-4 2003, p.p. 54-71
  5. W. Calvin McCall, "Themal properties of sandwich panels", Concrete International, 1985, p.p. 35-41
  6. 한국표준협회 "KS F 2405, 콘크리트 압축 강도 시험방법" 2010
  7. 유영찬, 김준희, 김호룡, 최기선, "유리 섬유복합체(GFRP) 전단연결재로 전단연결재로 보강된 중단열 콘크리트 월 패널의 단열재 종류에 따른 휨 거동 분석", 대한건축학회논문집 구조계 Vol.27, No.11, 2011 p.p.61-70
  8. A Subsidiary of the International Code Council Evaluation Service, 2010
  9. ACI Committee 318-11, "Building Code Requirements for Structural Concrete", 2011