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Tube-in-tube spliced connections with stainless steel nails

机译:带不锈钢钉的管对管拼接连接

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摘要

Previous research on nailed steel tubular lap splice connections has resulted in the development of design guidelines for shear, bearing and net section fracture failure modes, for both static and fatigue loading. Since then, new stainless steel powder actuated fasteners (or "nails") have been developed. This paper thereby presents the outcome of subsequent experimental research on tube-in-tube lap splice connections using stainless steel nails. A total of nine nailed connections, between pairs of tubes, have been tested under static loading and results confirm that current design guidelines are applicable for connections made with stainless steel nails. Furthermore, a total of 12 fatigue tests have been conducted and the prior fatigue S-N curves recommended for nailed connections have been modified to accommodate the current experimental data on stainless steel nailed connections. This paper shows that design guidance is now sufficient to advocate stainless steel powder actuated fasteners as structural connectors.
机译:以前对钉钢管搭接接头的研究导致了针对静载荷和疲劳载荷的剪切,轴承和净截面断裂破坏模式的设计准则的发展。从那时起,新的不锈钢粉末驱动紧固件(或“钉子”)被开发出来。因此,本文介绍了使用不锈钢钉进行的管对管搭接连接的后续实验研究的结果。成对的管子之间总共有9个钉子连接已在静态载荷下进行了测试,结果证实了当前的设计准则适用于用不锈钢钉子制成的连接。此外,总共进行了12次疲劳测试,并修改了建议用于钉连接的先前疲劳S-N曲线,以适应不锈钢钉连接的当前实验数据。本文表明,设计指南现已足以提倡使用不锈钢粉末致动紧固件作为结构连接器。

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