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Investigation of the thermal response and breakage mechanism of point-supported glass facade under wind load

机译:点支式玻璃幕墙在风荷载下的热响应及断裂机理研究

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Glass facade has gradually become main external wall material in high-rise buildings due to its multi-functionalization and diversification. Nevertheless, glass is relatively fragile and prone to fracture when subjected to the coupling effect of fire and external wind load that inevitably significant influences the mechanical property of glass facades in high-rise buildings. Newly formed vents caused through glass breakage are especially vital for the growth of ventilated controlled enclosure fire and play a crucial role in interactive-external tridimensional fire development. Therefore, it is necessary to explore the mechanism of thermal fracture of glass facades under wind load. In the present study, a total of nine tests were performed to investigate the fracture mechanism of point-supported glass facades under various wind speeds combined with fire. Measurements were conducted for the first breakage time, glass surface temperature, and crack initiation and propagation. Numerical simulation, based on finite element method (FEM) was conducted to predict the temperature variation at the ambient side surface of glass panel. The results have implications concerning fire resistance designs for point-supported glazing assemblies in high-rise buildings. (C) 2018 Elsevier Ltd. All rights reserved.
机译:玻璃幕墙由于其多功能性和多样化而逐渐成为高层建筑的主要外墙材料。然而,玻璃在受到火和外部风荷载的耦合作用时相对易碎并且容易破裂,这不可避免地会显着影响高层建筑中玻璃幕墙的机械性能。由玻璃破裂引起的新形成的通风孔对于通风控制的封闭式火灾的增长尤为重要,并且在交互式外部三维火灾的发展中起着至关重要的作用。因此,有必要探讨风荷载作用下玻璃幕墙的热断裂机理。在本研究中,总共进行了9个测试,以研究点支撑玻璃幕墙在不同风速和火灾情况下的断裂机理。进行了第一次断裂时间,玻璃表面温度以及裂纹萌生和扩展的测量。进行了基于有限元方法(FEM)的数值模拟,以预测玻璃面板周围侧面的温度变化。结果对高层建筑中点支撑玻璃组件的耐火设计具有重要意义。 (C)2018 Elsevier Ltd.保留所有权利。

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