A closed-form Timoshenko beam element with multiple localized singularities for nonlinear material behavior using the strong discontinuity approach-Reference-Cited by-同舟云学术

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A closed-form Timoshenko beam element with multiple localized singularities for nonlinear material behavior using the strong discontinuity approach

Published:2024-06 Issue: Volume:162 Page:104722
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Martínez-Miranda Ángel Uriel^ORCID,Juárez-Luna Gelacio

Publisher

Elsevier BV

Reference73 articles.

1. The Response of Nonlinear Multistory Structures Subjected to Earthquake Excitation;Giberson,1967

2. Elastic–plastic-softening analysis of plane fames;Darvall;Journal of. Structural Engineering,1985

3. 3D beam-column element with generalized plastic hinges;Powell;J. Struct. Eng.,1986

4. Consistent tangent stiffness for nonlocal damage models;Jirásek;Comput. Struct.,2002

5. Finite elements with embedded strong discontinuities for the modeling of failure in solids;Linder;Int. J. Numer. Methods Eng.,2007

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