EXPERIMENTAL STUDIES OF COLD-FORMED THIN-WALL C-SECTION STEEL-LIGHTWEIGHT AGGREGATE CONCRETE COMPOSITE BEAM

机译：冷弯薄壁C型截面钢-轻骨料混凝土组合梁的试验研究

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In this paper,six monotonic loading tests of coldformed thin-wall C-section steel-lightweight aggregate concrete composite beams have been performed. The parameters include steel-beam section forms and connector's spacing. The damage mode of composite beams is bending failure. According to experimental results load-deflection relationship of composite beam are obtained.

机译：本文对冷弯薄壁C型钢-轻骨料混凝土组合梁进行了六个单调荷载试验。参数包括钢梁截面形式和连接器的间距。复合梁的破坏方式为弯曲破坏。根据实验结果，得出了复合梁的荷载-挠度关系。

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来源
《ISISS' 2011;International symposium on innovation sustainability of structures in civil engineering》|2011年|p.769-773|共5页
会议地点 Xiamen(CN);Xiamen(CN)
作者
Gentian Zhao; Jianhua Liu;
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作者单位

School of Architecture and Civil Engineering Inner Mongolia University of Science Technology Baotou 014010 China;

Design Institute of Baotou Iron and Steel Co.Ltd. Baotou 014010 China;

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C-section steel; lightweight aggregate concrete; steel-beam section form; connector's spacing;

机译：C型钢；轻骨料混凝土；钢梁截面形式；连接器的间距;

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EXPERIMENTAL STUDIES OF COLD-FORMED THIN-WALL C-SECTION STEEL-LIGHTWEIGHT AGGREGATE CONCRETE COMPOSITE BEAM

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