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高强铝合金板件螺栓连接低温抗剪性能试验研究

石宇 吴玥 李江 薛暄译 汪建桥

石宇, 吴玥, 李江, 薛暄译, 汪建桥. 高强铝合金板件螺栓连接低温抗剪性能试验研究[J]. 工业建筑, 2026, 56(4): 285-291. doi: 10.3724/j.gyjzG24091402
引用本文: 石宇, 吴玥, 李江, 薛暄译, 汪建桥. 高强铝合金板件螺栓连接低温抗剪性能试验研究[J]. 工业建筑, 2026, 56(4): 285-291. doi: 10.3724/j.gyjzG24091402
SHI Yu, WU Yue, LI Jiang, XUE Xuanyi, WANG Jianqiao. Experimental Research on the Shear Performance of Bolted Connections of High-Strength Aluminum Alloy Plates at Low Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 285-291. doi: 10.3724/j.gyjzG24091402
Citation: SHI Yu, WU Yue, LI Jiang, XUE Xuanyi, WANG Jianqiao. Experimental Research on the Shear Performance of Bolted Connections of High-Strength Aluminum Alloy Plates at Low Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 285-291. doi: 10.3724/j.gyjzG24091402

高强铝合金板件螺栓连接低温抗剪性能试验研究

doi: 10.3724/j.gyjzG24091402
详细信息
    作者简介:

    石宇,博士,主要从事轻钢结构方面的研究。Email:wuyue0091@163.com

Experimental Research on the Shear Performance of Bolted Connections of High-Strength Aluminum Alloy Plates at Low Temperatures

  • 摘要: 通过对9个高强铝合金板件螺栓连接进行低温环境下单调拉伸试验,研究了温度和边距对其抗剪性能的影响规律。研究发现:低温基本不会影响试件的破坏模式,而边距由1.0d0增大到1.5d0和2.0d0时,破坏模式由净截面破坏变为端部撕裂和横向撕裂的混合破坏;试件的极限承载力基本不受低温影响,但当边距由1.0d0增大到1.5d0时会显著提高试件的极限承载力(极限承载力提高了约1倍)。最后将试验结果与国内外规范的计算结果进行了对比,发现美规能较好地预测试件的极限承载力,而中规和欧规在边距不小于1.5d0时的计算结果较为保守。
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出版历程
  • 收稿日期:  2024-09-14
  • 网络出版日期:  2026-06-06
  • 刊出日期:  2026-04-20

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