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Buckling Characteristics Analysis of a Cold-Formed Steel HS 75 with Diaphragm Plates Attachment

机译:附有隔板的冷弯钢HS 75的屈曲特性分析

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摘要

The purpose of this study is to analyze the increase of strength in buckling phenomenonudwith the addition of a diaphragm plate on a HS-75 profile moreover the other objectiveudis to gain an understanding of the analytical optimization of the diaphragm plate.udIn this study the material used is a HS-75 0.80 mm profile. While the equipment used inudthis study is a set of a compression test tool (buckling test).udThe results shows that the maximum load occurs in a HS-75 profile mild steel materialudwith a three diaphragms attached are about 26780 N, about 18495 N for one diaphragmudattached and 17360 N for the profile without any diaphragm attached. This is anudindication that the profile with a three diaphragm attached was able to withstand theudmaximum load greater than either the profile attached with one diaphragm or the profileudwithout any diaphragm attached. Apart from that the stress occurs in the profile withudthe three diaphragms plates attached is bigger than the stress occurs in the profile withudone diaphragm plate attached and of course bigger than the stress occurs on the profileudwithout any diaphragm plate attachment. The stress occurs in the three diaphragm plateudattached is about 139.99 MPa , and 96.68 MPa for the one diaphragm plate attached andudfinally 90.75 MPa for the profile without any diaphragm attachment.
机译:这项研究的目的是分析屈曲现象强度的增加在HS-75型材上增加了隔膜板,以及其他目的目的以了解隔膜板的分析优化。 udIn这项研究使用的材料是HS-75 0.80毫米轮廓。虽然本研究中使用的设备是一套压缩测试工具(屈曲测试)。 ud结果显示,最大负载发生在HS-75型低碳钢材料中,并附有三个膜片,约为26780 N,一个未安装隔膜的膜片约为18495 N,而未安装任何隔膜的型材约为17360N。这表明,附有三个隔膜的型材能够承受的最大负载大于附有一个隔膜的型材或没有附接任何隔膜的型材的最大负载。除了在附有三个隔板的情况下在轮廓上产生的应力大于在附有隔板的情况下在轮廓上产生的应力,并且当然比没有附接隔板的情况下在轮廓上产生的应力大。在未附接任何隔膜的情况下,在未附接的三个隔膜板上产生的应力约为139.99 MPa,对于已附接的一个隔膜板产生的应力为96.68 MPa,对于型材,其应力通常为90.75 MPa。

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    Sutresman Onny Suryono;

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