{"id":17498,"date":"2024-04-19T10:39:40","date_gmt":"2024-04-19T08:39:40","guid":{"rendered":"https:\/\/citeni.udc.es\/?p=17498"},"modified":"2024-04-19T13:01:43","modified_gmt":"2024-04-19T11:01:43","slug":"o-laboratorio-de-analise-estrutural-do-citeni-supera-as-limitacions-do-eurocodigo-cunha-innovadora-ecuacion","status":"publish","type":"post","link":"https:\/\/citeni.udc.es\/gl\/o-laboratorio-de-analise-estrutural-do-citeni-supera-as-limitacions-do-eurocodigo-cunha-innovadora-ecuacion\/","title":{"rendered":"O Laboratorio de An\u00e1lise Estrutural do CITENI supera as limitaci\u00f3ns do Euroc\u00f3digo cunha innovadora ecuaci\u00f3n"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"17498\" class=\"elementor elementor-17498 elementor-17451\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-578e4c3e elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"578e4c3e\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-df10dff\" data-id=\"df10dff\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6b0648e elementor-widget elementor-widget-tp-heading\" data-id=\"6b0648e\" data-element_type=\"widget\" data-widget_type=\"tp-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\n\t\t\n                    <div class=\"tp-section\">\n                                <span class=\"tp-section__sub-title left-line right-line mb-25 tp-el-subtitle\">\n                    O investigador Manuel L\u00f3pez e o equipo do Laboratorio de An\u00e1lise Estrutural (LAE) do Centro de Investigaci\u00f3n en Tecnolox\u00edas Navais e Industriais (CITENI), con sede no Campus Industrial da Universidade da Coru\u00f1a (UDC), publican en Engineering Structures unha ecuaci\u00f3n innovadora que ampl\u00eda o alcance do Euroc\u00f3digo para o c\u00e1lculo da rixidez en uni\u00f3ns semirr\u00edxidas de estruturas de aceiro, mediante unha metodolox\u00eda que combina ensaios experimentais, modelos avanzados de elementos finitos e modelos mec\u00e1nicos                <\/span>\n                                                            <\/div>\n        \n        \n        \t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4263ca08 elementor-widget elementor-widget-text-editor\" data-id=\"4263ca08\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p>Na actualidade, o campo da enxe\u00f1ar\u00eda estrutural benef\u00edciase enormemente do uso do <strong>m\u00e9todo dos elementos finitos<\/strong> (FEM, pola s\u00faa sigla en ingl\u00e9s), unha t\u00e9cnica de an\u00e1lise num\u00e9rica que permite simular o comportamento de estruturas baixo diferentes condici\u00f3ns de carga e xeometr\u00edas. Grazas ao c\u00e1lculo e \u00e1 an\u00e1lise mediante o FEM, red\u00facese a necesidade de realizar ensaios con prototipos, min\u00f3rase o tempo de desenvolvemento de proxectos e cons\u00e9guese unha an\u00e1lise estrutural m\u00e1is detallada e precisa.<\/p>\n<p>O investigador <strong>Manuel L\u00f3pez e o equipo do<\/strong> <strong>Laboratorio de An\u00e1lise Estrutural (LAE)<\/strong> do <strong>Centro de Investigaci\u00f3n en Tecnolox\u00edas Navais e Industriais (CITENI)<\/strong>, con sede no <strong>Campus Industrial de Ferrol (CIF)<\/strong> da <strong>Universidade da Coru\u00f1a (UDC)<\/strong>, alcanzaron un fito importante no \u00e1mbito da enxe\u00f1ar\u00eda estrutural: mediante modelos de c\u00e1lculo num\u00e9rico de elementos finitos, formularon unha <strong>ecuaci\u00f3n innovadora <\/strong> que axuda a <strong>determinar a rixidez<\/strong> en <strong>uni\u00f3ns tridimensionais aparafusadas<\/strong> (viga\u2013columna) cando se usan <strong>placas adicionais<\/strong> para conectar as <strong>vigas secundarias<\/strong> ao piar. Algo especialmente \u00fatil cando estas uni\u00f3ns ocorren nun eixe distinto ao principal da estrutura, o que se denomina eixe feble do piar. <\/p>\n<p>O seu artigo de investigaci\u00f3n, co t\u00edtulo<strong> \u201c<a href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0141029624004188?via%3Dihub\">A novel analytical formulation for the stiffness of the component column web panel in shear with additional plates in bolted steel joints<\/a>\u201d<\/strong>, foi publicado recentemente na prestixiosa revista <strong><em>Engineering Structures<\/em><\/strong>, clasificada como de <strong>Q1<\/strong> no <em>Journal Citation Reports<\/em>, o \u00edndice para revistas cient\u00edficas con maior reputaci\u00f3n no \u00e1mbito mundial.<\/p>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a341e98 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a341e98\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-aa68eb8\" data-id=\"aa68eb8\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-07b03b8 elementor-widget elementor-widget-image\" data-id=\"07b03b8\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"640\" height=\"488\" src=\"https:\/\/citeni.udc.es\/wp-content\/uploads\/2024\/04\/fig17.jpg\" class=\"attachment-large size-large wp-image-17472\" alt=\"Fig. 17 del art\u00edculo: Tensi\u00f3n de von Mises y deformaci\u00f3n del Modelo de Elementos Finitos del ensayo experimental 4.\" srcset=\"https:\/\/citeni.udc.es\/wp-content\/uploads\/2024\/04\/fig17.jpg 678w, https:\/\/citeni.udc.es\/wp-content\/uploads\/2024\/04\/fig17-300x229.jpg 300w, https:\/\/citeni.udc.es\/wp-content\/uploads\/2024\/04\/fig17-500x381.jpg 500w\" sizes=\"(max-width: 640px) 100vw, 640px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Fig. 17 do artigo: Tensi\u00f3n de von Mises e deformaci\u00f3n do modelo de elementos finitos do ensaio experimental 4.<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-deee162 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"deee162\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-fa3a268\" data-id=\"fa3a268\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-a383871 elementor-widget elementor-widget-text-editor\" data-id=\"a383871\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<p>A normativa actual de construci\u00f3n ofrece pautas xen\u00e9ricas para o c\u00e1lculo e a verificaci\u00f3n de uni\u00f3ns met\u00e1licas. A investigaci\u00f3n do LAE \u00e9 determinante porque o est\u00e1ndar europeo aplicado ao dese\u00f1o de estruturas de aceiro <strong>(Euroc\u00f3digo 3) non cont\u00e9n referencias para compo\u00f1entes de uni\u00f3ns tridimensionais<\/strong>. E unha configuraci\u00f3n 3D particularmente \u00fatil \u00e9 a que incl\u00fae placas adicionais soldadas entre as \u00e1s do piar. Estas placas te\u00f1en tres prop\u00f3sitos: facilitar a uni\u00f3n das vigas secundarias no eixe secundario ou feble, evitar as interferencias no eixe principal e fortalecer o piar, achegando rixidez e resistencia.<\/p>\n<p>A <strong>ecuaci\u00f3n <\/strong> que xorde desta investigaci\u00f3n resulta innovadora porque <strong>permite<\/strong> <strong>calcular a rixidez dun compo\u00f1ente espec\u00edfico nunha uni\u00f3n met\u00e1lica, o panel do piar a cortante.<\/strong> \u00c9 dicir, a placa adicional soldada \u00e1s \u00e1s do piar que se ve sometida a unha forza cortante xerada polos esforzos transmitidos pola viga.<\/p>\n<p>Para definir a ecuaci\u00f3n realiz\u00e1ronse <strong> catro probas experimentais<\/strong> de uni\u00f3ns viga-columna, calibrouse un <strong>modelo de elementos finitos<\/strong> cos datos obtidos e levouse a cabo un <strong> estudo param\u00e9trico<\/strong> con sesenta configuraci\u00f3ns diferentes. Os resultados mostran unha excelente <strong>concordancia <\/strong> entre a <strong>formulaci\u00f3n<\/strong> proposta e os datos do <strong>estudo param\u00e9trico<\/strong>, o que suxire que a nova <strong>f\u00f3rmula<\/strong> para o c\u00e1lculo da rixidez \u00e9 <strong>efectiva<\/strong>.<\/p>\n<p>Manuel L\u00f3pez afirma que <strong>a ecuaci\u00f3n obtida complementa a formulaci\u00f3n do Euroc\u00f3digo 3 e ampl\u00eda as\u00ed o seu rango de aplicaci\u00f3n. <\/strong> Este avance permitiralles a enxe\u00f1eiros e enxe\u00f1eiras estruturais usar m\u00e1is tipolox\u00edas de uni\u00f3ns semirr\u00edxidas nos seus proxectos. En palabras do autor, \u201c<strong>este tipo de uni\u00f3ns te\u00f1en un comportamento m\u00e1is flexible e empregan menos material construtivo; en definitiva, son m\u00e1is verdes e eficientes<\/strong>\u201d.<\/p>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-33564fb elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"33564fb\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-b802950\" data-id=\"b802950\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d5a4af5 elementor-widget elementor-widget-text-editor\" data-id=\"d5a4af5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<\/p>\n<p>*Referencia: <a href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0141029624004188?via%3Dihub\">https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0141029624004188?via%3Dihub<\/a><\/p>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>O investigador Manuel L\u00f3pez e o equipo do Laboratorio de An\u00e1lise Estrutural (LAE) do Centro de Investigaci\u00f3n en Tecnolox\u00edas Navais e Industriais (CITENI), con sede no Campus Industrial da Universidade da Coru\u00f1a (UDC), publican en Engineering Structures unha ecuaci\u00f3n innovadora que ampl\u00eda o alcance do Euroc\u00f3digo para o c\u00e1lculo da rixidez en uni\u00f3ns semirr\u00edxidas de [&hellip;]<\/p>\n","protected":false},"author":6,"featured_media":17514,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"inline_featured_image":false,"_vp_format_video_url":"","_vp_image_focal_point":[],"footnotes":""},"categories":[96],"tags":[],"class_list":["post-17498","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-novas"],"acf":[],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.9 - aioseo.com -->\n\t<meta name=\"description\" content=\"O investigador Manuel L\u00f3pez e o equipo do Laboratorio de An\u00e1lise Estrutural (LAE) do Centro de Investigaci\u00f3n en Tecnolox\u00edas Navais e Industriais (CITENI), con sede no Campus Industrial da Universidade da Coru\u00f1a (UDC), publican en Engineering Structures unha ecuaci\u00f3n innovadora que ampl\u00eda o alcance do Euroc\u00f3digo para o c\u00e1lculo da rixidez en uni\u00f3ns semirr\u00edxidas de estruturas de 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08:35:11","updated":"2025-12-06 17:14:08","seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/citeni.udc.es\/gl\/\" title=\"Inicio\">Inicio<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/citeni.udc.es\/gl\/category\/novas\/\" title=\"Novas\">Novas<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tO Laboratorio de An\u00e1lise Estrutural do CITENI supera as limitaci\u00f3ns do Euroc\u00f3digo cunha innovadora ecuaci\u00f3n\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Inicio","link":"https:\/\/citeni.udc.es\/gl\/"},{"label":"Novas","link":"https:\/\/citeni.udc.es\/gl\/category\/novas\/"},{"label":"O Laboratorio de An\u00e1lise Estrutural do CITENI supera as limitaci\u00f3ns do Euroc\u00f3digo cunha innovadora 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