{"id":31886,"date":"1997-01-01T00:00:00","date_gmt":"1997-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/analisis-del-comportamiento-mecanico-del-hormigon-de-alta-resistencia-mediante-probetas-testigo-y-probetas-moldeadas-con-distintas-condiciones-de-hormigonado\/"},"modified":"1997-01-01T00:00:00","modified_gmt":"1997-01-01T00:00:00","slug":"analisis-del-comportamiento-mecanico-del-hormigon-de-alta-resistencia-mediante-probetas-testigo-y-probetas-moldeadas-con-distintas-condiciones-de-hormigonado","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/analisis-del-comportamiento-mecanico-del-hormigon-de-alta-resistencia-mediante-probetas-testigo-y-probetas-moldeadas-con-distintas-condiciones-de-hormigonado\/","title":{"rendered":"Analisis del comportamiento mecanico del hormigon de alta resistencia mediante probetas testigo y probetas moldeadas con distintas condiciones de hormigonado."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Mar\u00eda  Luisa Ca\u00f1as Martins <\/strong><\/h2>\n<p>La presente tesis analiza el comportamiento mecanico del hormigon de alta resistencia mediante probetas testigo y probetas moldeadas con distintas condiciones de hormigonado. Se han realizado ensayos de resistencia a compresion, resistencia a traccion y modulo de deformacion. Las probetas testigo fueron extraidas de elementos estructurales construidos en laboratorio. Las variables estudiadas fueron relacion agua cemento+microsilice, el tama\u00f1o maximo del arido, el porcentaje de microsilice, el diametro del testigo y la esbeltez de la probeta. A partir de sus efectos, se establecieron modelos matematicos para la estimacion de las respectivas resistencias y del modulo de deformacion.  se concluye, que al igual que los hormigones convencionales, las probetas moldeadas son una referencia adecuada del comportamiento mecanico de los har, pudiendo ser adaptable una normativa similar. Para estos ultimos, las variables analizadas influyen de distintas formas en las propiedades mecanicas determinadas en probetas testigo y probetas moldeadas las cuales presentan una buena correlacion entre ellas.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Analisis del comportamiento mecanico del hormigon de alta resistencia mediante probetas testigo y probetas moldeadas con distintas condiciones de hormigonado.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Analisis del comportamiento mecanico del hormigon de alta resistencia mediante probetas testigo y probetas moldeadas con distintas condiciones de hormigonado. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Mar\u00eda  Luisa Ca\u00f1as Martins <\/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\/1997<\/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>Jaime Fernandez Gomez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Manuel Fern\u00e1ndez C\u00e1novas <\/li>\n<li> Fernandez Prada Miguel Angel (vocal)<\/li>\n<li>Javier Leon Gonzalez (vocal)<\/li>\n<li>Antonio Aguado De Cea (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Mar\u00eda Luisa Ca\u00f1as Martins La presente tesis analiza el comportamiento mecanico del hormigon de alta resistencia mediante [&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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