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Elastic buckling mode decomposition of displacement, strain energy and stress components for thin-walled structural members

机译:薄壁结构构件位移,应变能和应力分量的弹性屈曲模式分解

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A buckling mode decomposition method of normalized displacement field, bending stresses and strain energy for thin-walled member displacement field (point clouds or finite element results) is introduced based on generalized beam theory (GBT). The method provides quantitative modal participation information regarding eigen-buckling displacement fields, stress components and elastic strain energy, that can be used to inform future design approaches. In the method, GBT modal amplitudes are retrived at discrete cross-sections, and the modal amplitude field is reconstructed assuming it can be piece-wisely approximated by polynomials. The unit displacement field, stress components and strain energy are all retrieved by using reconstructed GBT modal amplitude field and GBT constitutive laws. Theory and examples are provided, and potential applications are discussed including cold-formed steel member design and post-disaster evaluation of thin-walled structural members.
机译:提出了基于广义梁理论的薄壁构件位移场(点云或有限元结果)的规范化位移场,弯曲应力和应变能的屈曲模式分解方法。该方法提供有关本征屈曲位移场,应力分量和弹性应变能的定量模态参与信息,可用于为将来的设计方法提供信息。在该方法中,GBT模态振幅在离散的横截面处检索,并且模态振幅场被假定可以通过多项式分段近似地进行重构。单元位移场,应力分量和应变能均通过重建的GBT模态振幅场和GBT本构律获得。提供了理论和示例,并讨论了潜在的应用,包括冷弯型钢构件设计和薄壁结构构件的灾后评估。

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