A Unified Dimensionless Parameter for Finite Element Mesh for Beams Resting on Elastic Foundation
نویسندگان
چکیده
منابع مشابه
A New Finite Element Formulation for Buckling and Free Vibration Analysis of Timoshenko Beams on Variable Elastic Foundation
In this study, the buckling and free vibration of Timoshenko beams resting on variable elastic foundation analyzed by means of a new finite element formulation. The Winkler model has been applied for elastic foundation. A two-node element with four degrees of freedom is suggested for finite element formulation. Displacement and rotational fields are approximated by cubic and quadratic polynomia...
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متن کاملnumerical free vibration analysis of higher-order shear deformable beams resting on two-parameter elastic foundation
free vibration analysis of higher-order shear deformation beam resting on one- and two-parameter elasticfoundation is studied using differential transform method (dtm) as a part of a calculation procedure. first,the governing differential equations of beam are derived in a general form considering the shear-freeboundary conditions (zero shear stress conditions at the top and bottom of a beam). ...
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ژورنال
عنوان ژورنال: Computer Modeling in Engineering & Sciences
سال: 2020
ISSN: 1526-1506
DOI: 10.32604/cmes.2020.08302