{"id":41970,"date":"1999-01-01T00:00:00","date_gmt":"1999-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/modelo-de-base-experimental-tension-deformacion-para-la-determinacion-de-la-ductilidad-en-aceros-b500t\/"},"modified":"1999-01-01T00:00:00","modified_gmt":"1999-01-01T00:00:00","slug":"modelo-de-base-experimental-tension-deformacion-para-la-determinacion-de-la-ductilidad-en-aceros-b500t","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/fisica\/modelo-de-base-experimental-tension-deformacion-para-la-determinacion-de-la-ductilidad-en-aceros-b500t\/","title":{"rendered":"Modelo de base experimental tension-deformacion para la determinacion de la ductilidad en aceros b500t."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jos\u00e9 Mar\u00eda Garc\u00eda Asensio <\/strong><\/h2>\n<p>Estudio experimental sobre el comportamiento del alambre corrugado de acero para armaduras de hormig\u00f3n armado b500t en el ensayo de tracci\u00f3n con objeto de establecer un modelo matem\u00e1tico continuo del diagrama tensi\u00f3n-deformaci\u00f3n, empleandose la curva log\u00edstica de euler, cuyos par\u00e1metros se expresan como funci\u00f3n de los par\u00e1metros mec\u00e1nicos: limite el\u00e1stico y resistencia a la tracci\u00f3n.  se ha empleado una muestra de 142 ensayos de di\u00e1metros 4, 6, 8, y 12 mm. el comportamiento del modelo es satisfactorio, proporcionandose las curvas promedio y caracteristica de la muestra ensayada.  este modelo proporciona la posibilidad de determinar el diagrama tensi\u00f3n-deformaci\u00f3n caracteristico de cada fabricante.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Modelo de base experimental tension-deformacion para la determinacion de la ductilidad en aceros b500t.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Modelo de base experimental tension-deformacion para la determinacion de la ductilidad en aceros b500t. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jos\u00e9 Mar\u00eda Garc\u00eda Asensio <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1999<\/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>Elvira Sanchez Espinosa<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: ramon Arguelles alvarez <\/li>\n<li>\u00c1lvaro Garcia meseguer (vocal)<\/li>\n<li>Jos\u00e9 Calavera ruiz (vocal)<\/li>\n<li>Antonio Mari bernal (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jos\u00e9 Mar\u00eda Garc\u00eda Asensio Estudio experimental sobre el comportamiento del alambre corrugado de acero para armaduras 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 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