{"id":137783,"date":"2026-01-12T17:08:18","date_gmt":"2026-01-12T17:08:18","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/simulacion-del-comportamiento-a-elevadas-temperaturas-de-los-pilares-metalicos-sometidos-a-flexocompresion-esviada\/"},"modified":"2026-01-12T17:08:18","modified_gmt":"2026-01-12T17:08:18","slug":"simulacion-del-comportamiento-a-elevadas-temperaturas-de-los-pilares-metalicos-sometidos-a-flexocompresion-esviada","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/fisica\/simulacion-del-comportamiento-a-elevadas-temperaturas-de-los-pilares-metalicos-sometidos-a-flexocompresion-esviada\/","title":{"rendered":"Simulacion del comportamiento a elevadas temperaturas de los pilares metalicos sometidos a flexocompresion esviada"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Enrique Gil Benso <\/strong><\/h2>\n<p>El objetivo principal de este trabajo ha sido la obtencion de un metodo de calculo, que de forma suficientemente aproximada, simule los complejos fenomenos que se producen en las estructuras durante la accion de un incendio. Se han tenido en cuenta todas las variables que intervienen en el proceso, lo que permite el estudio pormenorizado de un elemento sometido al incendio dentro de la estructura, o del conjunto de la misma. Centrandose en el caso, todavia no resuelto, del calculo de la carga ultima de un pilar metalico sometido a la interaccion de los esfuerzos de compresion y flexion esviada, junto con temperatura elevada.  para su resolucion se ha generado la aplicacion informatica que permite su realizacion practica, generando graficas, de facil utilizacion, de la carga ultima ante solicitaciones excentricas de los perfiles normalizados, bajo la accion del incendio, caso aun no contemplado en las mas recientes normativas europeas.  el presente trabajo es un intento de aproximacion al conocimiento de la interaccion de los diferentes esfuerzos, considerando los fenomenos de inestabilidad e imperfecciones geometricas. Este acercamiento lo hemos realizado mediante la simulacion del comportamiento de un pilar aislado, sin arriostramientos en ninguno de sus ejes, sometido a flexocompresion esviada y a altas temperaturas. Se plantean, asi mismo las bases metodologicas y de programacion necesarias para su introduccion en el calculo del conjunto de la estructura ante el incendio<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Simulacion del comportamiento a elevadas temperaturas de los pilares metalicos sometidos a flexocompresion esviada<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Simulacion del comportamiento a elevadas temperaturas de los pilares metalicos sometidos a flexocompresion esviada <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Enrique Gil Benso <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Valencia<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1991<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3>Direcci\u00f3n y tribunal<\/h3>\n<ul>\n<li><strong>Director de la tesis<\/strong>\n<ul>\n<li>Jose Monfort Lleonart<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Juan Rovira Soler <\/li>\n<li>Agustin Obiol Sanchez (vocal)<\/li>\n<li>Rafael Lopez Palanco (vocal)<\/li>\n<li>Manuel Rechea Alberola (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Enrique Gil Benso El objetivo principal de este trabajo ha sido la obtencion de un metodo de [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-gradient":""}},"footnotes":""},"categories":[332,13282,199,202,28680,16820,4306],"tags":[97285,76731,31366,31367,97615,15984],"class_list":["post-137783","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-construcciones-metalicas","category-fisica","category-mecanica","category-mecanica-de-medios-continuos","category-politecnica-de-valencia","category-tecnologia-de-la-construccion","tag-agustin-obiol-sanchez","tag-enrique-gil-benso","tag-jose-monfort-lleonart","tag-juan-rovira-soler","tag-manuel-rechea-alberola","tag-rafael-lopez-palanco"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/137783","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/comments?post=137783"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/137783\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=137783"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=137783"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=137783"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}