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Research Advances of Bamboo-Steel Composite Structural Members

机译:竹钢复合结构构件的研究进展

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This paper presents a new type of lightweight composite structural system using bamboo-based panel and cold-formed thin-walled steel. The bamboo-based panel and cold-formed steel C-section, U-section or profiled steel sheet can form various bamboo-steel composite members, including composite slab, composite wall, composite beam and composite column, utilizing structural adhesive or adhesive-screw hybrid joins. The paper summarizes the section design, mechanical experiments of the bamboo-steel composite structures based on the application of bamboo-based panel in modern building structures. The research shows that the two materials can form a perfect composite section and the connectionisms are very effective in a long time; these composite members have higher capacity, good stability and ductility. The authors put forward simplified calculation methods for capacity and deformation of these composite members based on superposition theory or transformed-section method. Finally, further research need for bamboo-steel composite structures are suggested including the improvement of global stiffness and analysis of interfacial slips.
机译:本文提出了一种新型的轻质复合结构体系,采用竹基板和冷弯薄壁钢。竹基面板和冷弯型钢的C型截面,U型截面或型材钢板可以利用结构胶或胶合螺钉形成各种竹钢复合构件,包括复合板,复合墙,复合梁和复合柱。混合联接。本文基于竹板在现代建筑结构中的应用,总结了竹钢复合结构的断面设计,力学实验。研究表明,两种材料可以形成理想的复合材料截面,并且连接效果在很长时间内非常有效;这些复合构件具有更高的容量,良好的稳定性和延展性。作者提出了基于叠加理论或变截面法的简化计算方法。最后,提出了对竹钢复合结构的进一步研究需求,包括提高整体刚度和分析界面滑移。

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