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A Simplified Formula for Calculating the Elastic Distortional Bucking Stress of Steel Channel Bending Members with Complex Edge Stiffeners and Intermediate Stiffeners in Elements

机译:一种简化的公式,用于计算具有复杂边缘加强件的钢通道弯曲构件的弹性扭曲屈曲应力和元件中的中间加强件

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In order to research the simplified formulas of bending steel channels with complex edge stiffeners for their elastic distortional buckling stress, each 70 members for lipped channels with complex edge stiffeners, Σ style channels with complex edge stiffeners and channels with complex edge stiffeners and intermediate V type stiffeners in the web were numerical analyzed by the finite strip software CUFSM. Based on the existed expression for local bucking and introducing distortional buckling coefficient, each of the suggested simplified formulas for distortional buckling stress of the above members were summarized. Besides, formulas for lipped channels with complex edge stiffeners and channels with complex edge stiffeners and intermediate V type stiffeners in the web were united as one. All the formulas were confirmed for their availability.
机译:为了研究具有复杂边缘加强件的弯曲钢通道的简化公式,用于它们的弹性扭曲屈曲应力,每个70个锁定通道具有复杂的边缘加强件,Σ样式通道,具有复杂的边缘加强件和具有复杂边缘加强件和中间V型的通道。 Web中的加强件由有限带软件CUFSM分析数值。基于存在于局部支柱的表达和引入扭曲屈曲系数的表达,总结了上述构件的扭曲屈曲应力的每个建议的简化公式。此外,具有复杂边缘加强筋和具有复杂边缘加强件的通道的嘴唇通道和网络中中间V型加强筋的配方团结一致。所有公式都被确认为其可用性。

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