Abstract
In this paper, a general method, called the spline finite member element method, is developed for spatial buckling analysis of thin-walled eccentric compressive members with arbitrary cross sections, considering warping. A transformed B3-spline function is used to simulate the longitudinal warping displacement field along the cross section of a thin-walled member. The method differs from Vlasov's classical theory of spatial buckling in that it takes into account the effects of shearing strains of the middle surface of walls on the buckling, which reflect the shear lag phenomenon. Compared with the results from the COSMOS/M finite element analysis program and another analysis method, the numerical results obtained in the paper demonstrate the versatility, accuracy, and efficiency of the proposed method. The fast convergence shown in numerical examples demonstrates the reliability of the results.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
