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单层带孔玻璃板孔边破坏应力的试验研究
引用本文:梁宇钒,王元清,马赢,石永久,罗忆,徐慷.单层带孔玻璃板孔边破坏应力的试验研究[J].建筑结构,2005,35(2):72-73,78.
作者姓名:梁宇钒  王元清  马赢  石永久  罗忆  徐慷
作者单位:清华大学建筑玻璃与金属结构研究所,北京,100084;晶艺玻璃工程有限公司,珠海,519005
摘    要:玻璃面板的强度设计中 ,带孔玻璃板孔边的破坏应力至今尚没有方便的公式来计算 ,目前设计中孔边应力一般不予计算 ,然而孔边应力恰是强度设计中应力控制的一个关键点。在试验的基础上 ,通过曲线拟合和插值的方法得到了带孔玻璃板的孔边破坏应力 ,为点支承玻璃板的设计提供了参考。

关 键 词:点式支承玻璃板  破坏应力  强度  插值

Experimental Research on Failure Stress near the Hole of the Point-supported Glass Plane
Liang Yufan ,Wang Yuanqing,Ma Ying ,Shi Yongjiu ,Luo Yi ,Xu Kang.Experimental Research on Failure Stress near the Hole of the Point-supported Glass Plane[J].Building Structure,2005,35(2):72-73,78.
Authors:Liang Yufan  Wang Yuanqing  Ma Ying  Shi Yongjiu  Luo Yi  Xu Kang
Affiliation:Liang Yufan 1,Wang Yuanqing,Ma Ying 1,Shi Yongjiu 1,Luo Yi 2,Xu Kang 2
Abstract:In the strength design for the point-supported glass plane,the calculation for the stress near the hole is often ignored due to the complexity of the stress distribution around the hole.The stress distribution has been deduced under the condition that the loads and the geometrical configuration of the system are all axially symmetric.On the basis of the experiments,the breaking stress near the hole is obtained by interpolation.
Keywords:point-supported glass panel  failure stress  intensity  interpolation
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