| 钢塑轻质板的正截面抗弯承载能力 |
| |
| 引用本文： | 林子臣,孙纲廷.钢塑轻质板的正截面抗弯承载能力[J].建筑结构,1996(9). |
| |
| 作者姓名： | 林子臣 孙纲廷 |
| |
| 作者单位： | 烟台大学 264005
(林子臣)，烟台大学 264005(孙纲廷) |
| |
| 摘 要： | 经简化分析建立了钢塑轻质板正截面抗弯承载力计算公式,并提出了板的改制方法.试验表明,改制板的承载能力和变形能力均有较大提高,且理论计算与实测承载力吻合较好;未改制的钢塑板呈少筋脆性破坏特征.无论改制与否这种板仅能单向传力.
|
| 关 键 词： | 钢塑轻质板 抗弯承载力 实验分析 |
Experimental Analysis on Steel - Plastic Lightweight Slabs Under Flexural Load |
| |
| Lin Zichen Sun Gangting.Experimental Analysis on Steel - Plastic Lightweight Slabs Under Flexural Load[J].Building Structure,1996(9). |
| |
| Authors: | Lin Zichen Sun Gangting |
| |
| Affiliation: | Lin Zichen Sun Gangting |
| |
| Abstract: | Based on a simplifying analysis, the flexural strength of steel-plastic slabs was proposed, and an improved method for slab-manufacturing was suggested. The tests predicted that the improved slabs occupied better bearing capacity and larger failure strain, and the calculated resulted ones coincided with the tests better. The failure of unimproved slabs was brittle. Either improved or unimproved slabs had only oneway bearing capacity. |
| |
| Keywords: | steel-plastic lightweight slabs flexural strength experimental analysis |
| 本文献已被 CNKI 等数据库收录！ |
