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Distortional buckling formulae for cold-formed steel C- and Z-section members Part Ⅱ-Validation and application

机译:C型钢和Z型钢冷弯型材的变形屈曲公式第二部分-验证与应用

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摘要

General GBT-based fully analytical formulae have been derived in a companion paper, which provides distortional bifurcation stress estimates in cold-formed steel C- and Z-section members acted by arbitrary applied stress distributions and displaying four end support conditions. This paper (ⅰ) addresses the implementation of the above general formulae, (ⅱ) illustrates their application in detail, (ⅲ) validates them, by means of comparisons with exact results, and (ⅳ) compares their estimates with values yielded by other formulae available in the literature. After considering a wide range of (ⅰ) cross-section geometries and lengths and (ⅱ) applied stress distributions, it is concluded that the GBT-based formulae are both accurate and universal.
机译:基于GBT的通用全面分析公式已在另一篇论文中得出,该公式提供了由任意施加的应力分布作用并显示四个端部支撑条件的冷弯C型和Z型钢构件的变形分叉应力估算值。本文(ⅰ)论述了上述通式的实现,(ⅱ)详细说明了它们的应用,(ⅲ)通过与精确结果进行比较的方式验证了它们,并且(ⅳ)将其估计值与其他公式得出的值进行了比较在文献中可用。考虑了广泛的(ⅰ)截面几何形状和长度以及(ⅱ)施加的应力分布后,得出基于GBT的公式既准确又通用。

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