{"id":141319,"date":"2026-01-12T18:01:25","date_gmt":"2026-01-12T18:01:25","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/anclaje-de-armaduras-pasivas-en-hormigon-endurecido\/"},"modified":"2026-01-12T18:01:25","modified_gmt":"2026-01-12T18:01:25","slug":"anclaje-de-armaduras-pasivas-en-hormigon-endurecido","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/anclaje-de-armaduras-pasivas-en-hormigon-endurecido\/","title":{"rendered":"Anclaje de armaduras pasivas en hormigon endurecido"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Roberto Vera Soriano <\/strong><\/h2>\n<p>La tesis de referencia comprende el analisis experimental del comportamiento de anclajes, como armaduras pasivas, de barras de acero corrugado en hormigon endurecido. Se ha estudiado los resultados empleando dos diametros de perforacion, 25 y 32 mm., Dos materiales de relleno, mortero de base cemento de retraccion compensada y mortero de resina epoxi, y tres hormigones base u original con diferentes cantidades de cemento por metro cubico: 250 kg., 300 y 350 kg.  los ensayos de adherencia se han efectuado mediante la tecnica de \u00abpull-out\u00bb y con dos historias de carga:  monotonamente creciente hasta rotura y carga ciclica (100 ciclos) con posterior carga hasta rotura.  con los resultados de los ensayos se ha estudiado:  &#8211; la influencia del diametro de la perforacion.  &#8211; la influencia del material de relleno o anclaje.  &#8211; la influencia de la resistencia del hormigon original.  &#8211; la influencia de la historia de carga.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Anclaje de armaduras pasivas en hormigon endurecido<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Anclaje de armaduras pasivas en hormigon endurecido <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Roberto Vera Soriano <\/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\/1992<\/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>Bernardo Perep\u00e9rez Ventura<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal:  Molina Bertet Jos\u00e9 Luis <\/li>\n<li>Emilio Barbera Ortega (vocal)<\/li>\n<li>Javier De C\u00e1rdenas Ch\u00e1varri (vocal)<\/li>\n<li>Fernando Bendala Lucot (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Roberto Vera Soriano La tesis de referencia comprende el analisis experimental del comportamiento de anclajes, como armaduras [&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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