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Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions

机译:单边加载条件下加筋圆孔对冷弯型钢槽钢腹板抗压强度的影响

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Cold-formed steel sections are often used as wall studs or floor joists and such sections often include web holes for ease of installation of services. The holes are normally punched or bored and are unstiffened; when the holes are near to points of concentrated load, web crippling can be the critical design consideration. Recently, a new generation of cold-formed steel channel sections with edge-stiffened circular holes has been developed, for which web crippling may not be so critical. In this paper, a combination of experimental investigation and non-linear elasto-plastic finite element analyses are used to investigate the effect of such edge-stiffened holes under the interior-one-flange (IOF) and end-one-flange (EOF) loading conditions; for comparison, sections without holes and with unstiffened holes are also considered. A total of 90 results comprising 36 tests and 54 finite element analysis results are presented. Owing to manufacturing constraints, in the test programme, the edge-stiffener length was fixed at 13 mm. Good agreement between the experimental and finite element results was obtained. For the case of the unstiffened hole, it is shown that the web crippling strength is reduced by up to 12% and 28% for the IOF and EOF loading conditions, respectively. However, with the edge-stiffened circular hole, the web crippling strength is only reduced by 3% for the IOF loading condition and there is no reduction in strength for the EOF loading condition. The finite element model was used for the purposes of a parametric study on the effects of different hole sizes, edge-stiffener length and distances of the web holes to the near edge of the bearing plate. The results indicate that with a suitable edge-stiffener length, the web crippling strength of cold-formed steel channel section with holes can be as high as the one without holes. (C) 2017 Elsevier Ltd. All rights reserved.
机译:冷弯型钢型材通常用作墙钉或地板托梁,并且此类型材通常包括腹板孔,以便于安装服务。孔通常被打孔或打孔,并且没有被加固;当孔靠近集中载荷点时,卷筒纸的折皱可能是关键的设计考虑因素。近来,已经开发了具有边缘加硬的圆孔的新一代冷弯型钢通道型材,对于这种型材,网幅的破坏可能不是那么关键。本文将实验研究与非线性弹塑性有限元分析相结合,以研究这种边缘加劲的孔在内一法兰(IOF)和端一法兰(EOF)下的作用。装载条件;为了进行比较,还考虑了无孔和无刚性孔的截面。总共提供了90个结果,包括36个测试和54个有限元分析结果。由于制造上的限制,在测试程序中,边缘加劲肋的长度固定为13 mm。实验结果与有限元结果之间取得了良好的一致性。对于未加硬的孔,表明在IOF和EOF加载条件下,腹板的抗压强度分别降低了12%和28%。但是,对于带有边缘加强的圆形孔,在IOF加载条件下,腹板的折皱强度只会降低3%,而在EOF加载条件下,强度不会降低。有限元模型用于进行参数研究,以研究不同孔尺寸,边缘加劲肋长度以及腹板孔到承压板近边缘的距离的影响。结果表明,在具有合适的边缘加劲肋长度的情况下,带孔的冷弯型钢通道截面的腹板耐压强度可以与不带孔的冷通道截面一样高。 (C)2017 Elsevier Ltd.保留所有权利。

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