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复合型连接件的可靠性分析 被引量:1
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作者 郎达学 苏华 陈国定 《机械设计与制造》 北大核心 2012年第8期231-233,共3页
运用弹塑性有限元方法对含胶接和铆销连接的多材料复合型连接杆组进行应力分析,比较了采用不同连接情况和胶粘材料时复合杆组的承载能力,并确定了复合杆组可靠度计算准则。采用Monte Carlo法分析在轴向拉力作用下复合型连接杆组的可靠性... 运用弹塑性有限元方法对含胶接和铆销连接的多材料复合型连接杆组进行应力分析,比较了采用不同连接情况和胶粘材料时复合杆组的承载能力,并确定了复合杆组可靠度计算准则。采用Monte Carlo法分析在轴向拉力作用下复合型连接杆组的可靠性,并分析了杆组中各结构几何尺寸、材料力学属性等对复合杆组可靠度影响的灵敏度。结果表明,采用铆销与胶接的复合连接方式可提高杆组的承载能力和可靠度,并可在一定程度上降低粘胶剂的影响,但应控制合适的胶接长度和铆销尺寸;在一定范围内加大接头截面厚度、减小胶接长度,能有效提高复合杆组的可靠度。 展开更多
关键词 复合型连接 可靠性 灵敏度 弹塑性有限元 胶接 铆销
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Feasibility of developing composite action between concrete and cold-formed steel beam
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作者 S.O.Bamaga M.Md.Tahir +6 位作者 T.C.Tan S.Mohammad N.Yahya A.L.Saleh M.Mustaffar M.H.Osman A.B.A.Rahman 《Journal of Central South University》 SCIE EI CAS 2013年第12期3689-3696,共8页
Cold-formed steel structures are steel structure products constructed from sheets or coils using cold rolling, press brake or bending brake method. These structures are extensively employed in building construction in... Cold-formed steel structures are steel structure products constructed from sheets or coils using cold rolling, press brake or bending brake method. These structures are extensively employed in building construction industry due to their light mass, ductility by economic cold forming operations, favorable strength-to-mass ratio and other factors. The utilization of cold formed steel sections with concrete as composite can hugely reduce the construction cost. However, the use of cold formed steel members in composite concrete beams has been very limited. A comprehensive review of developments in composite beam with cold formed steel sections was introduced. It was revealed that employing cold-formed steel channel section to replace reinforcement bars in conventional reinforced concrete beam results in a significant cost reduction without reducing strength capacity. The use of composite beam consisting of cold-formed steel open or close box and filled concrete could also reduce construction cost. Lighter composite girder for bridges with cold-formed steel of U section was introduced. Moreover, types of shear connectors to provide composite action between cold-formed steel beam and concrete slab were presented. However, further studies to investigate the effects of metal decking on the behavior of composite beam with cold-formed steel section and introduction of ductile shear connectors were recommended. 展开更多
关键词 cold formed steel BEAM composite shear connection thin-wall composite girder
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