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Blast test and numerical simulation of point-supported laminated glass curtain wall

机译:点支式夹层玻璃幕墙的爆破试验与数值模拟

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摘要

To investigate the blast resistance of point-supported laminated glass curtain wall, 9 site blastrntestswere carried out, considering 2 types of glass thickness and 6 differentTNTcharges from 0.4 kg to 30 kg.Thernoverpressure and displacement were measured and the failure mode was observed. The tests demonstrated thatrnthe overpressure suddenly increased and quickly decayed within a few milliseconds; the displacement responsernof the glass curtain wall increased with the increase in TNT charge and decreases with the increase of the glassrnthickness; the final failure mode was featured by tearing off of PVB at the support of the laminated glass panelrnwhile the glass shards still adhered to the PVB. Nonlinear dynamic finite element simulation agrees well withrnthe results from the blast tests. Severe stress concentration has been predicted at the rim of the support holes andrnleads to the failure at these supports, and this also agrees with the failure mode observed from the blast test.
机译:为研究点支撑夹层玻璃幕墙的抗爆性能,在2种玻璃厚度和6种不同的TNT装药量(0.4kg至30kg)下进行了9次现场爆破试验,测量了超压和位移,并观察了破坏模式。测试表明,超压在几毫秒内突然增加并迅速衰减。玻璃幕墙的位移响应随TNT电荷的增加而增加,随玻璃厚度的增加而减小。最终的故障模式的特征是在夹层玻璃面板的支撑处撕开PVB,而玻璃碎片仍粘附在PVB上。非线性动态有限元模拟与爆炸测试的结果非常吻合。预计在支撑孔的边缘会出现严重的应力集中,并导致这些支撑处的破坏,这也与爆炸测试中观察到的破坏模式相符。

著录项

  • 来源
  • 会议地点 Cape Town(ZA)
  • 作者

    S. Chen; C.G. Zhu; G.Q. Li; Y. Lu;

  • 作者单位

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China;

    The University of Edinburgh, Kings Buildings, Edinburgh, UK;

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  • 原文格式 PDF
  • 正文语种 eng
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