Purlins/Girts with C or Z Section?
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摘要: 采用薄壁构件理论对C形截面和Z形截面檩条在风吸力作用下的平衡微分方程进行了理论推导和有限元验证。结果表明:Z形檩条求解扭转变形的平衡微分方程中,扭矩项很小,从而推论出Z形截面檩条在风吸力下产生的扭转变形很小;薄壁构件的理论结果与有限元分析结果吻合;Z形檩条的承载力高于同一规格的C形檩条,应优先采用Z形截面。Abstract: According to thin-wall component theory,equilibrium differential equations for C-and Z-purlins under wind-suction are derived,and finite element analysis is carried out.The result reveals that for Z-purlins,the twisting moment in the differential equation is very small,implying that the twisting deformation of Z-purlin under wind suction is very small,the thin-wall component theoretical results are in good agreement with those of the FEM analysis.The load-carrying capacity of Z purlin is greater than C-purlin of the same section size,and it is recommended that Z-purlins be used in precedence in practice
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Key words:
- purlin /
- wind suction /
- girt
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[1] 童根树. 钢结构的平面外稳定[M]. 北京:中国建筑工业出版社,2013. [2] AISI. North American specification for the design of cold-formed steel structural members, framing:AISI S136-16[S]. Ontario:AISI, 2016.
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