Bolt stripping failure and ductility of end plate beam-column connections at ambient and elevated temperatures

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Structural Fire Engineering Pub Date : 2022-06-15 DOI:10.1108/jsfe-02-2022-0009
M. Shaheen, L. Cunningham, Andrew S. J. Foster
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引用次数: 1

Abstract

PurposeThe effect of bolt stripping failure on the ductility of steel end plate beam-column connections has received relatively little investigation to date. The objective with the present work is to establish a validated numerical model of end plate connections at elevated temperatures, which predicts the mechanical behaviour and failure modes observed in the experimental tests including the bolt stripping failure. Furthermore, the validated FE model was used to investigate the effect of stripping failure on both the rotational and load-bearing capacity of end plate connection.Design/methodology/approachThe analysis was conducted on a validated numerical model of end plate connections at elevated temperatures, which predicts the mechanical behaviour and failure modes observed in the experimental tests including the bolt stripping failure. The material was modelled considering ductile damage initiation and evolution featured in ABAQUS/Standard.FindingsThis study demonstrates that thick end plates can prevent stripping failure which significantly improves the rotational capacity of the connection. This failure mode can develop readily with thin end plates; however the effect is often unrealistically mitigated through idealised experimental tests. The rotational capacity of a connection can be 5.0 times higher if stripping failure is avoided, particularly at elevated temperatures. Eurocode 3 part 1.8 does not consider the possibility of stripping failure when discussing the requirements for plastic analysis. It is concluded in the present study that by allowing for the possibility of bolt stripping, the mode of failure can often shift from end plate failure to bolt stripping, this in turn significantly reduces the connection rotational capacity.Originality/valueThe effect of bolt stripping failure on the ductility of steel end plate beam-column connections has received relatively little investigation to date.
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环境和高温下端板梁柱连接的螺栓剥离破坏和延性
目的迄今为止,螺栓剥离失效对钢端板梁柱连接延性的影响研究相对较少。本工作的目的是建立一个经过验证的高温端板连接的数值模型,该模型预测了在实验测试中观察到的机械行为和失效模式,包括螺栓剥离失效。此外,使用经过验证的有限元模型研究了剥离失效对端板连接的旋转和承载能力的影响。设计/方法/方法对高温下端板连接的验证数值模型进行分析,该模型预测了实验测试中观察到的机械行为和失效模式,包括螺栓剥离失效。该材料的建模考虑了ABAQUS/Standard.Findings中的延性损伤萌生和演变特征。该研究表明,厚端板可以防止剥离失效,从而显著提高连接的旋转能力。这种失效模式很容易在端板较薄的情况下发生;然而,通过理想化的实验测试,这种影响往往被不切实际地减轻了。如果避免了剥离故障,特别是在高温下,连接的旋转能力可以高出5.0倍。欧洲规范3第1.8部分在讨论塑性分析要求时未考虑剥离失效的可能性。本研究得出的结论是,考虑到螺栓剥离的可能性,失效模式通常可以从端板失效转变为螺栓剥离,这反过来又显著降低了连接的旋转能力。原创性/价值迄今为止,螺栓剥离失效对钢端板梁柱连接延性的影响研究相对较少。
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
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