Buckling analysis of laminated composite beams by using an improved first order formulation

Shammely Ayala, Augusto Vallejos, Roman Arciniega

Producción científica: Capítulo del libro/informe/acta de congresoContribución a la conferenciarevisión exhaustiva

Resumen

In this work, a finite element model based on an improved first-order formulation (IFSDT) is developed to analyze buckling phenomenon in laminated composite beams. The formulation has five independent variables and takes into account thickness stretching. Threedimensional constitutive equations are employed to define the material properties. The Trefftz criterion is used for the stability analysis. The finite element model is derived from the principle of virtual work with high-order Lagrange polynomials to interpolate the field variables and to prevent shear locking. Numerical results are compared and validated with those available in literature. Furthermore, a parametric study is presented.

Idioma originalInglés
Título de la publicación alojadaMechanical Engineering, Materials Science and Civil Engineering V
EditoresJing Wei Zhao
EditorialTrans Tech Publications Ltd
Páginas156-160
Número de páginas5
ISBN (versión impresa)9783035738667
DOI
EstadoPublicada - 2021
Evento8th International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2020 - Virtual, Online
Duración: 23 nov. 202024 nov. 2020

Serie de la publicación

NombreMaterials Science Forum
Volumen1033 MSF
ISSN (versión impresa)0255-5476
ISSN (versión digital)1662-9752

Conferencia

Conferencia8th International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2020
CiudadVirtual, Online
Período23/11/2024/11/20

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