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- W2372088733 abstract "Through analyzing the different opening castellated beams,a method was put forward to determine the equivalent bending stiffness of castellated beams,which was reversely derived from the results of finite element analysis(FEA) for castellated beams under pure bending and the relationships both between deflection and stiffness and between moment and curvature in classical mechanics.It was simple,accurate,economical,and high efficient.A rational formulation was presented to express the equivalent bending stiffness,in which the reduction factor of stiffness for web with openings was obtained by finite element analysis and the method above-mentioned.Furthermore,semi-theory and semi-empirical computing equations were proposed to calculate the factor for castellated beams with hexagonal perforation and circular holes,common shapes in practice.The equivalent bending stiffness of castellated beams can be readily reckoned by using the formula." @default.
- W2372088733 created "2016-06-24" @default.
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- W2372088733 date "2008-01-01" @default.
- W2372088733 modified "2023-09-28" @default.
- W2372088733 title "Confirm Method of Equivalent Bending Rigidity of Castellated Beams" @default.
- W2372088733 hasPublicationYear "2008" @default.
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