Experimental Study on Concrete-Filled Glass Fiber Reinforced Gypsum Wall Panel Compression Members
| Autor: | Xiao Feng Bian, Kao Zhong Zhao, Feng Wang |
|---|---|
| Rok vydání: | 2012 |
| Předmět: |
Bearing (mechanical)
Gypsum Materials science business.industry media_common.quotation_subject Glass fiber General Engineering Failure mechanism Structural engineering engineering.material Compression (physics) law.invention law engineering Compression member Bearing capacity Eccentricity (behavior) Composite material business media_common |
| Zdroj: | Advanced Materials Research. :16-22 |
| ISSN: | 1662-8985 |
| DOI: | 10.4028/scientific5/amr.446-449.16 |
| Popis: | 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. |
| Databáze: | OpenAIRE |
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