Application of the generalized nonlinear constitutive law in 2D shear flexible beam structures

The paper presents a modified finite element method for nonlinear analysis of 2D beam structures. To take into account the influence of the shear flexibility, a Timoshenko beam element was adopted. The algorithm proposed enables using complex material laws without the need of implementing advanced c...

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Bibliographic Details
Main Authors: Damian Mrówczyński, Tomasz Gajewski, Tomasz Garbowski
Format: Article
Language:English
Published: Polish Academy of Sciences 2021-09-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/120636/10_ACE-00211_A4.pdf