Flexibility-based large increment method for nonlinear analysis of Timoshenko beam structures controlled by a bilinear material model
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DOI: 10.1016/j.istruc.2021.01.023
Abstract: Abstract The displacement-based finite element method is currently used for solving nonlinear structural problems. This method utilizes the step-by-step solution approach to perform the nonlinear analysis of structures. This solution approach requires linearization of the… read more here.
Keywords: method; large increment; increment method; beam ... See more keywords