Hermite–Lagrangian finite element formulation to study functionally graded sandwich beams

dc.contributorjmantari@utec.edu.pe
dc.creatorUniversidad Peruana de Ciencias Aplicadas (UPC)
dc.creatorYarasca, J.
dc.creatorMantari, J.L.
dc.creatorArciniega, R.A.
dc.date.accessioned2016-04-26T22:37:30Z
dc.date.accessioned2024-05-06T19:27:37Z
dc.date.available2016-04-26T22:37:30Z
dc.date.available2024-05-06T19:27:37Z
dc.date.created2016-04-26T22:37:30Z
dc.date.issued2016-04
dc.identifierHermite–Lagrangian finite element formulation to study functionally graded sandwich beams 2016, 140:567 Composite Structures
dc.identifier02638223
dc.identifier10.1016/j.compstruct.2016.01.015
dc.identifierhttp://hdl.handle.net/10757/607194
dc.identifierComposite Structures
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9290222
dc.description.abstractThis paper presents a static analysis of functionally graded single and sandwich beams by using an efficient 7DOFs quasi-3D hybrid type theory. The governing equations are derived by employing the principle of virtual works in a weak form and solved by means of the Finite Element Method (FEM). A C1 cubic Hermite interpolation is used for the vertical deflection variables while C0 linear interpolation is employed for the other kinematics variables. Convergence rates are studied in order to validate the finite element technique. Numerical results of the present formulation are compared with analytical and FEM solutions available in the literature.
dc.languageeng
dc.publisherElsevier B.V.
dc.relationhttp://linkinghub.elsevier.com/retrieve/pii/S0263822316000283
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.sourceUniversidad Peruana de Ciencias Aplicadas (UPC)
dc.sourceRepositorio Académico - UPC
dc.subjectLayered structures
dc.subjectElasticity
dc.subjectFinite element analysis (FEA)
dc.titleHermite–Lagrangian finite element formulation to study functionally graded sandwich beams
dc.typeinfo:eu-repo/semantics/article


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