为研究距厚比对装配式钢-混凝土组合管(SCCT)剪力墙轴压性能影响,完成了6个剪力墙试件的轴压性能试验,分析了试件的破坏形态、应变发展、承载能力和位移延性;基于试验并考虑钢板的初始缺陷,建立SCCT剪力墙的精细化有限元模型,并以距厚比为关键参数进行数值分析。结果表明:钢板厚度相同时,随着距厚比的增大,试件双钢板屈曲程度加剧,轴压承载力和刚度减小,位移延性略有提高;基于距厚比与钢板厚度、材料强度的正交分析,建议SCCT剪力墙的距厚比取值不超过80;当含钢率相同时 ...
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