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Garbin, F., Lévano, Á. (2019). Higher-order non-local finite element bending analysis of functionally graded [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/626024
Garbin, F., Lévano, Á. Higher-order non-local finite element bending analysis of functionally graded [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2019. http://hdl.handle.net/10757/626024
@misc{renati/368694,
title = "Higher-order non-local finite element bending analysis of functionally graded",
author = "Lévano Pachas, Ángel Alfredo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2019"
}
Title: Higher-order non-local finite element bending analysis of functionally graded
Authors(s): Garbin Turpaud, Fernando; Lévano Pachas, Ángel Alfredo
Advisor(s): Arciniega Alemán, Román Augusto
Keywords: Teorías no locales; Vigas funcionalmente graduadas; Método de los elementos finitos; Modelo no local de Eringen; Condiciones de borde; Non-local theories; FGM beams; Finite Element Method; Eringen’s non-local model; Boundary conditions
Issue Date: 1-Jul-2019
Institution: Universidad Peruana de Ciencias Aplicadas (UPC)
Abstract: La teoría de vigas de Timoshenko TBT y una teoría de alto orden IFSDT son formuladas utilizando las ecuaciones constitutivas no locales de Eringen. Se utilizaron ecuaciones constitutivas en 3D en el modelo IFSDT. Se utilizó una variación del material con el uso de materiales funcionalmente graduados a lo largo del peralte de una viga de sección rectangular. El principio de trabajos virtuales utilizado y ejemplos numéricos fueron presentados para comparar ambas teorías de vigas.
Timoshenko Beam Theory (TBT) and an Improved First Shear Deformation Theory (IFSDT) are reformulated using Eringen’s non-local constitutive equations. The use of 3D constitutive equation is presented in IFSDT. A material variation is made by the introduction of FGM power law in the elasticity modulus through the height of a rectangular section beam. The virtual work statement and numerical results are presented in order to compare both beam theories.
Timoshenko Beam Theory (TBT) and an Improved First Shear Deformation Theory (IFSDT) are reformulated using Eringen’s non-local constitutive equations. The use of 3D constitutive equation is presented in IFSDT. A material variation is made by the introduction of FGM power law in the elasticity modulus through the height of a rectangular section beam. The virtual work statement and numerical results are presented in order to compare both beam theories.
Link to repository: http://hdl.handle.net/10757/626024
Discipline: Ingeniería Civil
Grade or title grantor: Universidad Peruana de Ciencias Aplicadas (UPC). Facultad de ingeniería
Grade or title: Ingeniero Civil
Register date: 18-Jul-2019
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