首页> 外文期刊>Civil and Environmental Engineering Reports >Experimental Testing of Innovative Cold-Formed 'GEB' Section / Badania Eksperymentalne Innowacyjnego Kszta?townika Gi?tego Na Zimno Typu ?Geb“
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Experimental Testing of Innovative Cold-Formed 'GEB' Section / Badania Eksperymentalne Innowacyjnego Kszta?townika Gi?tego Na Zimno Typu ?Geb“

机译:创新型冷成型“ GEB”部分的实验测试/创新型冷成型“ Geb”的实验测试

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摘要

One of the major advantages of light gauge steel structures made of cold-formed steel sections is their low weight so the production of typical single-storey steel structures of this kind of profiles is still rising. The well known profiles, e.o. Z-sections, C-sections and the so called hat-sections studied and described in the literature, are used mainly as purlins or truss components. A new profile GEB was patented for the use for primary load-bearing member in fabricated steel frames. According to the code [1] every novel cross section should be tested to assign the deformation shape and bearing capacity. The paper deals with the numerical and experimental research of bearing capacity of cold formed GEB profiles. The deformation shape and limit load was obtained from bending tests. The GEB cross section bearing capacity was also determined according to codes [1, 2].
机译:由冷弯型钢制成的轻型钢结构的主要优点之一是重量轻,因此这种型材的典型单层钢结构的产量仍在增长。众所周知的配置文件,例如在文献中研究和描述的Z型截面,C型截面和所谓的帽子型截面主要用作pur条或桁架部件。 GEB的新型材已获得专利,可用于预制钢框架中的主要承重构件。根据规范[1],应测试每个新颖的横截面,以指定变形形状和承载力。本文研究了冷弯GEB型材承载力的数值和实验研究。通过弯曲试验获得变形形状和极限载荷。 GEB截面承载力也根据代码[1、2]确定。

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