Experimental Study on Concrete-Filled Glass Fiber Reinforced Gypsum Wall Panel Compression Members
| Periodical | Advanced Materials Research (Volumes 446 - 449) |
|---|---|
| Main Theme | Trends in Civil Engineering |
| Edited by | Xiuli Du, Jianjun Zheng, Weiming Yan, Yue Li and Jianwei Zhang |
| Pages | 16-22 |
| DOI | 10.4028/www.scientific.net/AMR.446-449.16 |
| Citation | Kao Zhong Zhao et al., 2012, Advanced Materials Research, 446-449, 16 |
| Online since | January, 2012 |
| Authors | Kao Zhong Zhao, Feng Wang, Xiao Feng Bian |
| Keywords | Bearing Capacity, Compression Member, Concrete-Filled Glass Fiber Reinforced Gypsum Wall Panel, Experimental Study, Failure Mechanism |
| Price | US$ 28,- |
The concrete-filled glass fiber reinforced gypsum wall panel is a kind of panel that the inside cavums of the glass fiber hollow gypsum panel are filled with concrete, which can be used as the bearing wall of a building. The influences of eccentricity distance and height to thickness ratio on the bearing capacity of the compression wall panels were studied, and the failure mechanism and bearing capacity of compression wall panels were gained through the experiments of twenty-seven(nine groups) axial compression wall panel specimens and twenty-seven(nine groups) eccentric compression wall panel specimens. The analysis results indicate that the bearing capacity of compression wall panels is obviously affected by the eccentricity distance and height to thickness ratio, and there is a linear relation between bearing capacity and eccentricity distance. The bearing capacity calculation formula of the concrete-filled glass fiber reinforced gypsum wall panel is obtained by regression analysis, which provides reliable gist for structural design of concrete-filled glass fiber reinforced gypsum wall panel buildings.
