Geometrically exact beam theory with embedded strong discontinuities for the modeling of failure in structures. Part I: Formulation and finite element implementation-Reference-Cited by-同舟云学术

Geometrically exact beam theory with embedded strong discontinuities for the modeling of failure in structures. Part I: Formulation and finite element implementation

Published:2023-05 Issue: Volume:410 Page:116013
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Tojaga Vedad,Gasser T. Christian,Kulachenko Artem,Östlund Sören^ORCID,Ibrahimbegovic Adnan^ORCID

Funder

Kungliga Tekniska Högskolan

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference54 articles.

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2. Ordinary differential equations of non-linear elasticity I: Foundations of the theories of non-linearly elastic rods and shells;Antman;Arch. Ration. Mech. Anal.,1976

3. A finite strain beam formulation. The three-dimensional dynamic problem. Part I;Simo;Comput. Methods Appl. Mech. Engrg.,1985

4. On finite element implementation of geometrically nonlinear Reissner’s beam theory: three-dimensional curved beam elements;Ibrahimbegović;Comput. Methods Appl. Mech. Engrg.,1995

5. An objective 3D large deformation finite element formulation for geometrically exact curved Kirchhoff rods;Meier;Comput. Methods Appl. Mech. Engrg.,2014

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