| Behavior of axially compressed concrete-reinforced sandwich wallboard | |
| Zhou Jiankang ; Shi Xudong ; Zhao Lunyu ; Zang Renzhuo | |
| 2010-05-11 ; 2010-05-11 | |
| 关键词 | Practical Experimental/ beams (structures) construction industry mechanical engineering computing sandwich structures walls/ concrete-reinforced sandwich wallboard wall-beam-column structural system masonry structure rib size surface concrete thickness/ C7440 Civil and mechanical engineering computing E2110 Mechanical structures E0410H Mechanical engineering applications of IT E3030 Construction industry E1710 Engineering materials |
| 中文摘要 | The wall-beam-column combined structural system overcomes the disadvantages of masonry structures and can be applied to low or moderately high buildings. The structure includes two kinds of wallboards, concrete-reinforced wallboard and concrete wallboard with profiled bars. The behavior of concrete-reinforced sandwich wallboard under axially compressed loading was analyzed using the software ANSYS. The results and experimental data show that the ultimate loading capacity of this wallboard is greater than that of a wall made of bricks of the same size. The load eccentricity and steel content in the wallboard have more influence on the ultimate loading capacity of the wallboard than the concrete thickness on the wallboard surface and the rib size. The rib size and surface concrete thickness can be quite small. These results can be used for accurate design of this kind of wallboard. |
| 语种 | 中文 ; 中文 |
| 出版者 | Tsinghua Univ. Press ; China |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/27190]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | Zhou Jiankang,Shi Xudong,Zhao Lunyu,et al. Behavior of axially compressed concrete-reinforced sandwich wallboard[J],2010, 2010. |
| APA | Zhou Jiankang,Shi Xudong,Zhao Lunyu,&Zang Renzhuo.(2010).Behavior of axially compressed concrete-reinforced sandwich wallboard.. |
| MLA | Zhou Jiankang,et al."Behavior of axially compressed concrete-reinforced sandwich wallboard".(2010). |
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