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Thin wall section elastic-plastic

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Thin wall section elastic-plastic

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dc.contributor.author Agüero Ramón Llin, Antonio es_ES
dc.date.accessioned 2025-01-20T13:04:21Z
dc.date.available 2025-01-20T13:04:21Z
dc.date.issued 2025-01-20T13:04:21Z
dc.identifier.uri http://hdl.handle.net/10251/213939
dc.description.abstract The following application allows determining the resistant capacity of open and closed thin-walled sections subjected to axial, biaxial bending, bimoment, Shear, Saint Venant torsion (closed) and warping torsion. In this app the plastic interaction between normal and shear stresses is considered in 2 different ways: Priority shear stresses. First elastic shear stresses are computed and the a plastic analysis of normal stresses is perfomed. Interaction diagram N My Mz and My Mz B Linearized Von Mises plastic normal & shear. Interaction diagram My Vz N and My Vz B es_ES
dc.description.uri https://laboratoriosvirtuales.upv.es/webapps/thinwallsectionelasticplastic.html es_ES
dc.language Inglés es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Sections es_ES
dc.subject Elastic-plastic material es_ES
dc.subject Shear stresses analysis es_ES
dc.subject Plasticity index es_ES
dc.title Thin wall section elastic-plastic es_ES
dc.type Objeto de aprendizaje es_ES
dc.lom.learningResourceType Laboratorio virtual de simulación es_ES
dc.lom.interactivityLevel Alto es_ES
dc.lom.semanticDensity Medio es_ES
dc.lom.intendedEndUserRole Alumno es_ES
dc.lom.context Ciclo superior es_ES
dc.lom.difficulty Dificultad media es_ES
dc.lom.typicalLearningTime 04 horas 00 minutos es_ES
dc.lom.educationalDescription The geometry of the section, the type of material, and the combination of axial, biaxial bending, bimoment, shear, Saint Venant torsion (closed), and warping torsion are defined. Class 3 elastic stresses and plastification factor Class 1 and 2 sections are determined. The axial-biaxial bending-bimoment interaction diagram is represented if desired, and the properties of the section are determined. The notation follows Eurocode 3: To add nodes or elements push Add, to remove them push Remove. Start node of each element should have been defined as end nodes of previous elements. Example number. The user can choose between 19 examples which geometry is already defined in the software. All examples are editables. Mesh: can have 1 or 2 layers. es_ES
dc.lom.educationalLanguage Inglés es_ES
dc.upv.convocatoriaDocenciaRed 2024-2025 es_ES
dc.upv.ambito PUBLICO es_ES
dc.subject.unesco 3305 - Tecnología de la construcción es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Agüero Ramón Llin, A. (2025). Thin wall section elastic-plastic. http://hdl.handle.net/10251/213939 es_ES
dc.description.accrualMethod DER es_ES
dc.relation.pasarela DER\40984 es_ES


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