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首页> 外文期刊>Composite Structures >Low velocity impact performance investigation on square hollow glass columns via full-scale experiments and Finite Element analyses
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Low velocity impact performance investigation on square hollow glass columns via full-scale experiments and Finite Element analyses

机译：通过全尺寸实验和有限元分析研究方形空心玻璃柱的低速冲击性能

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摘要

Taking advantage of two full-scale experimental tests carried out on square hollow glass columns under low velocity impacts, the paper aims to further assess via Finite Element models the structural performance of such structural systems. In them, the resisting cross-section consists of four adhesively bonded laminated glass panes. Adhesive joints are also used for the connection between glass columns and top/bottom restraints. As a result, careful consideration in the analysis and design of these innovative systems is required, to guarantee appropriate fail-safe design principles for a typically tensile brittle material, as well as to account for possible accidental or exceptional loading conditions.
机译：利用在低速冲击下在方形中空玻璃柱上进行的两项全面实验测试，本文旨在通过有限元模型进一步评估此类结构系统的结构性能。在其中，抵抗横截面由四个粘合的层压玻璃板组成。胶合接头也用于玻璃柱和顶部/底部约束之间的连接。结果，在分析和设计这些创新系统时需要仔细考虑，以保证典型的拉伸脆性材料具有适当的故障安全设计原则，并考虑到可能的意外或异常载荷情况。

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