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Thermal response and resistance optimization of various types of point-supported glass facades

机译:各种类型的点支式玻璃幕墙的热响应和电阻优化

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The extensive application of various types of point-supported glass facades may bring potential thermal breakage risk and impacts on indoor human beings safety. In this work, point-supported glass facades with five various types were tested under thermal loads. The present results showed that installation forms influenced significantly the first breaking time, the location of crack initiation and the final falling out area. It demonstrated that the one-point-supported glass facades had the longest time for the first crack occurrence whereas the glass eventually fell completely out of the frame. However, the six-point-supported glass facades had the shortest first breaking time, but ultimately no glass pieces fell out of the frame. To calculate the temperature variation and stress distribution of glass panel, a thermal-mechanical model was developed. In addition, an optimization simulation was further conducted using the bound optimization by quadratic approximation method to obtain a better thermal resistance performance of glass facade. This work provides significant insights on the effects of various installations upon the thermal response of glass facades and helps to understand the failure mechanism and build safer facades by the structural optimization method. Crown Copyright (C) 2019 Published by Elsevier Ltd. All rights reserved.
机译:各种类型的点支式玻璃幕墙的广泛应用可能带来潜在的热破坏风险,并影响室内人的安全。在这项工作中,对五种不同类型的点支式玻璃幕墙在热负荷下进行了测试。目前的结果表明,安装形式对首次断裂时间,裂纹萌生位置和最终脱落面积有显着影响。结果表明,单点支撑玻璃幕墙第一次出现裂纹的时间最长,而玻璃最终完全掉出框架。但是,由六点支撑的玻璃幕墙的首次破墙时间最短,但最终没有玻璃碎片掉出框架。为了计算玻璃面板的温度变化和应力分布,建立了一个热力学模型。此外,还使用二次逼近的边界优化方法进一步进行了优化仿真,以获得更好的玻璃幕墙耐热性能。这项工作提供了关于各种安装对玻璃幕墙热响应影响的重要见解,并有助于通过结构优化方法了解破坏机理并建造更安全的幕墙。 Crown版权所有(C)2019,由Elsevier Ltd.出版。保留所有权利。

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