| 点接式玻璃幕墙超强度分析 |
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| 引用本文： | 刘忠伟. 点接式玻璃幕墙超强度分析[J]. 建筑材料学报, 2001, 4(1): 96-100 |
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| 作者姓名： | 刘忠伟 |
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| 作者单位： | 中国建筑材料科学研究院业务部, |
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| 摘 要： | 采用有限元方法计算了点接式玻璃幕墙在风荷载作用下的应力场，并讨论了孔边应力特性，将计算结果与实验室结果相比较后发现，通常认为的玻璃板“超强度”使用只是根据计算结果所得结论，实际使用情况与此差别较大。
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| 关 键 词： | 点接式玻璃幕墙 风荷载 应力 有限元法 |
| 文章编号： | 1007-9629(2001)01-0096-05 |
Why Were the Glass Plates in Bolted Glass Curtain Wall Used in the State of Super Strength |
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| LIU Zhong wei. Why Were the Glass Plates in Bolted Glass Curtain Wall Used in the State of Super Strength[J]. Journal of Building Materials, 2001, 4(1): 96-100 |
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| Authors: | LIU Zhong wei |
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| Abstract: | The stress fields of bolted glass curtain wall under wind load were studied by means of finite element method and the features of the stress states round holes in bolted glass were discussed. Comparing the results of calculation by means of finite element method with experimental data, the reasons that glass plates in bolted glass curtain wall under wind load were used in the state of"super strength"were explained. |
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| Keywords: | bolted glass curtain wall wind load stress super strength finite element method |
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