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Asymptotic theory for static behavior of elastic anisotropic I-beams
Affiliation:1. Department of Civil Engineering, Aalborg University, 9000 Aalborg, Denmark;2. School of Civil Engineering, Tongji University, Shanghai 200092, PR China;3. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, PR China;1. Mechanical Engineering Department, Shahrekord University, Shahrekord, Iran;2. Faculty of Engineering, Shahrekord University, Shahrekord, Iran;1. Department of Engineering Sciences, Swedish Centre for Renewable Electric Energy Conversion, Division of Electricity, Uppsala University, Box 534, SE-75121 Uppsala, Sweden;2. Seabased AB, Sylveniusgatan 5D, SE-754 50 Uppsala, Sweden
Abstract:End effects for prismatic anisotropic beams with thin-walled, open cross-sections are analyzed by the variational-asymptotic method. The decay rates for disturbances at the ends of prismatic beams are evaluated, and the most influential end disturbances are incorporated into a refined beam theory. Thus, the foundations of Vlasovs theory, as well as restrictions on its applicability, are obtained from the variational-asymptotic point of view. Vlasovs theory is proved to be asymptotically correct for isotropic I-beams. The asymptotically correct generalization of Vlasovs theory for static behavior of anisotropic beams is presented. In light of this development, various published generalizations of Vlasovs theory for thin-walled anisotropic beams are discussed. Comparisons with a numerical 3-D analysis are provided, showing that the present approach gives the closest agreement of all published theories. The procedure can be applied to any thin-walled beam with open cross-sections.
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