Composite Behavior of Insulated Concrete Sandwich Wall Panels Subjected to Wind Pressure and Suction

• Published in: Materials Vol. 8; no. 3; pp. 1264 - 1282
• Main Authors: Choi, Insub, Kim, JunHee, Kim, Ho-Ryong
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 19.03.2015; MDPI
• Subjects: bond strength; Carbon; composite behavior; Concrete; Concretes; Connectors; flexural strength; GFRP continuous shear connector; Glass fiber reinforced plastics; insulated concrete sandwich wall panels; Insulation; Load; Panels; Polymers; Shear; Shear strength; Surface roughness; Walls; Wind pressure; wind suction; GFRP continuous shear connector; wind suction; flexural strength; insulated concrete sandwich wall panels; wind pressure; bond strength; composite behavior
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma8031264

A full-scale experimental test was conducted to analyze the composite behavior of insulated concrete sandwich wall panels (ICSWPs) subjected to wind pressure and suction. The experimental program was composed of three groups of ICSWP specimens, each with a different type of insulation and number of glass-fiber-reinforced polymer (GFRP) shear grids. The degree of composite action of each specimen was analyzed according to the load direction, type of the insulation, and number of GFRP shear grids by comparing the theoretical and experimental values. The failure modes of the ICSWPs were compared to investigate the effect of bonds according to the load direction and type of insulation. Bonds based on insulation absorptiveness were effective to result in the composite behavior of ICSWP under positive loading tests only, while bonds based on insulation surface roughness were effective under both positive and negative loading tests. Therefore, the composite behavior based on surface roughness can be applied to the calculation of the design strength of ICSWPs with continuous GFRP shear connectors.