定向刨花板加固组合冷弯型钢通道截面的弯曲性能

IF 1.3 Q3 ENGINEERING, MULTIDISCIPLINARY
Mohd Syahrul Hisyam Mohd Sani, Haslin Idayu Amaruddin, Wan Mohd Nazri Wan Abdul Rahman, Fadhluhartini Muftah
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引用次数: 0

摘要

本研究的目的是在三点弯曲试验中确定用定向刨花板(OSB)加固的组合冷弯型钢(CFS)通道截面的弯曲性能。具有各种形状和等级的CFS被归类为钢基材料,在受到压缩或弯曲载荷时会出现屈曲失效。因此,已经选择了具有100mm腹板、50mm凸缘、12mm唇缘和1.55mm厚度的CFS通道截面。然后,通过在每个截面的间隙之间填充OSB来设计组合式CFS通道截面。通道、面对面组合和背靠背组合CFS截面是三种类型的试样。从结果和讨论来看,与其他试样相比,具有背靠背组合CFS截面的试样能够承受最高值的极限载荷。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Flexural Behavior of Built-Up Cold-formed Steel Channel Section Strengthened with Oriented Strand Board
The objective of the study is to determine the flexural behavior of the built-up cold-formed steel (CFS) channel section strengthened with an oriented strand board (OSB) in the three-point bending experiment. CFS with a variety of shapes and grades is classified as a steel-based material and exposed to buckling failure when subjected to compression or flexural load. Thus, the CFS channel section with 100 mm of the web, 50 mm of the flange, 12 mm of the lip, and 1.55 mm of thickness has been selected. Then, the built-up CFS channel section is designed by filling with an OSB between the gap of each section. Channel, face-to-face built-up, and back-to-back built-up CFS sections are three types of tested specimens. From the result and discussion, the specimen with back-to-back built-up CFS section is recognized to sustain the ultimate load with the highest value when compared with other specimens.
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来源期刊
CiteScore
2.80
自引率
0.00%
发文量
18
审稿时长
12 weeks
期刊介绍: The IJETI journal focus on the field of engineering and technology Innovation. And it publishes original papers including but not limited to the following fields: Automation Engineering Civil Engineering Control Engineering Electric Engineering Electronic Engineering Green Technology Information Engineering Mechanical Engineering Material Engineering Mechatronics and Robotics Engineering Nanotechnology Optic Engineering Sport Science and Technology Innovation Management Other Engineering and Technology Related Topics.
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