{"id":244784,"date":"2025-05-06T13:46:30","date_gmt":"2025-05-06T11:46:30","guid":{"rendered":"https:\/\/cimne.com\/research\/research-clusters\/structural-and-particle-mechanics\/structural-mechanics\/"},"modified":"2026-04-20T12:58:07","modified_gmt":"2026-04-20T10:58:07","slug":"mecanica-estructural","status":"publish","type":"page","link":"https:\/\/cimne.com\/es\/investigacion\/clusters-de-investigacion\/mecanica-estructural-particulas\/mecanica-estructural\/","title":{"rendered":"Mec\u00e1nica estructural"},"content":{"rendered":"<p>[et_pb_section fb_built=\u00bb1&#8243; disabled_on=\u00bboff|off|off\u00bb admin_label=\u00bbIntro desktop\u00bb module_id=\u00bbfirst-section\u00bb _builder_version=\u00bb4.27.3&#8243; positioning=\u00bbnone\u00bb custom_margin=\u00bb0px||0px||false|false\u00bb custom_padding=\u00bb0px||0px||false|false\u00bb border_width_all=\u00bb1px\u00bb border_color_all=\u00bb#d9d9d9&#8243; border_width_top=\u00bb1px\u00bb border_color_top=\u00bb#d9d9d9&#8243; border_width_right=\u00bb1px\u00bb border_color_right=\u00bb#d9d9d9&#8243; 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locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]Investigador principal[\/et_pb_text][et_pb_text admin_label=\u00bbContact point\u00bb _builder_version=\u00bb4.27.5&#8243; _module_preset=\u00bbf199e95e-376a-4f66-b51b-482255312542&#8243; locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]Eugenio O\u00f1ate[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.6&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; custom_padding=\u00bb0px|3%||3%|false|true\u00bb custom_padding_tablet=\u00bb0px|6%||6%|false|true\u00bb custom_padding_phone=\u00bb||||false|true\u00bb hover_enabled=\u00bb0&#8243; border_width_right_tablet=\u00bb0px\u00bb border_width_right_phone=\u00bb0px\u00bb border_width_right_last_edited=\u00bbon|phone\u00bb global_colors_info=\u00bb{}\u00bb border_width_left=\u00bb1px\u00bb border_color_left=\u00bb#d9d9d9&#8243; sticky_enabled=\u00bb0&#8243;][et_pb_code admin_label=\u00bbBack button\u00bb _builder_version=\u00bb4.27.4&#8243; 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_module_preset=\u00bbdefault\u00bb title_level=\u00bbh2&#8243; title_font=\u00bbLora|600|on||||||\u00bb title_text_align=\u00bbcenter\u00bb title_text_color=\u00bb#444444&#8243; title_font_size=\u00bb1.1rem\u00bb title_line_height=\u00bb1.5rem\u00bb width=\u00bb100%\u00bb custom_margin=\u00bb0px||0px||false|false\u00bb custom_padding=\u00bb0px||0px||false|false\u00bb custom_css_main_element=\u00bb    padding-bottom: 16px;\u00bb global_colors_info=\u00bb{}\u00bb title_text_color__hover_enabled=\u00bbon|hover\u00bb title_text_color__hover=\u00bb#004996&#8243;][\/et_pb_heading][et_pb_heading title=\u00bbPublicaciones\u00bb disabled_on=\u00bbon|on|on\u00bb admin_label=\u00bbPublications\u00bb module_id=\u00bbpublications-item\u00bb module_class=\u00bbtab-item\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh2&#8243; title_font=\u00bbLora|600|on||||||\u00bb title_text_align=\u00bbcenter\u00bb title_text_color=\u00bb#444444&#8243; title_font_size=\u00bb1.1rem\u00bb title_line_height=\u00bb1.5rem\u00bb width=\u00bb100%\u00bb custom_margin=\u00bb0px||0px||false|false\u00bb custom_padding=\u00bb0px||0px||false|false\u00bb custom_css_main_element=\u00bb    padding-bottom: 16px;\u00bb disabled=\u00bbon\u00bb global_colors_info=\u00bb{}\u00bb title_text_color__hover_enabled=\u00bbon|hover\u00bb title_text_color__hover=\u00bb#004996&#8243;][\/et_pb_heading][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=\u00bb1&#8243; admin_label=\u00bbOverview Tab\u00bb module_class=\u00bboverview-content tab-content\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbfed47f3e-3ebe-4259-a156-523c8e0b8966&#8243; collapsed=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_row _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bbc7c24b71-68f1-4ba2-bc79-49dcbcce5ea1&#8243; custom_margin=\u00bb|0px||0px|false|false\u00bb custom_padding=\u00bb50px|0px|50px|0px|true|false\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_column type=\u00bb4_4&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_text _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bbdefault\u00bb text_text_color=\u00bb#004996&#8243; text_font_size=\u00bb1.5rem\u00bb text_line_height=\u00bb1.8rem\u00bb width=\u00bb50%\u00bb width_tablet=\u00bb100%\u00bb width_phone=\u00bb100%\u00bb width_last_edited=\u00bbon|desktop\u00bb custom_margin=\u00bb||||true|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>El grupo de Mec\u00e1nica Estructural desarrolla m\u00e9todos num\u00e9ricos innovadores que combinan elementos finitos con t\u00e9cnicas basadas en part\u00edculas para analizar estructuras hechas de materiales tradicionales y avanzados, abordando desaf\u00edos multif\u00edsicos en aplicaciones civiles, aeroespaciales y de transporte.<\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=\u00bb1px Line Row\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb100%\u00bb max_width=\u00bb2500px\u00bb custom_margin=\u00bb0px||0px||true|false\u00bb custom_padding=\u00bb0px||0px||true|false\u00bb collapsed=\u00bbon\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_column type=\u00bb4_4&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_divider show_divider=\u00bboff\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb100%\u00bb height=\u00bb0px\u00bb custom_margin=\u00bb0px||0px||true|false\u00bb custom_padding=\u00bb0px||0px||true|false\u00bb border_width_bottom=\u00bb1px\u00bb border_color_bottom=\u00bb#d9d9d9&#8243; global_colors_info=\u00bb{}\u00bb][\/et_pb_divider][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00bb1_3,1_3,1_3&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbc7c24b71-68f1-4ba2-bc79-49dcbcce5ea1&#8243; custom_margin=\u00bb|0px||0px|false|false\u00bb custom_padding=\u00bb50px|0px|50px|0px|false|false\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][\/et_pb_column][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_text _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bbdefault\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>El grupo de investigaci\u00f3n en Mec\u00e1nica Estructural del CIMNE se centra en el desarrollo de m\u00e9todos num\u00e9ricos innovadores para analizar sistemas estructurales en una amplia gama de materiales, desde metales y hormig\u00f3n tradicionales hasta compuestos avanzados y materiales h\u00edbridos. La experiencia principal del grupo radica en la creaci\u00f3n y mejora de t\u00e9cnicas computacionales que permiten una predicci\u00f3n precisa del comportamiento estructural en condiciones ambientales y de carga complejas.<\/p>\n<p><\/p>\n<p>El grupo emplea un conjunto de herramientas computacionales vers\u00e1tiles que incluyen el m\u00e9todo de elementos finitos (FEM) junto con varias t\u00e9cnicas computacionales basadas en part\u00edculas, como el m\u00e9todo de elementos discretos (DEM) y el m\u00e9todo de elementos finitos de part\u00edculas (PFEM). Una fortaleza distintiva de su enfoque es la combinaci\u00f3n estrat\u00e9gica de estos m\u00e9todos para abordar desaf\u00edos multidisciplinarios en mec\u00e1nica s\u00f3lida y estructural.<\/p>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_text _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bbdefault\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><span>Esta metodolog\u00eda integrada resulta particularmente efectiva para resolver problemas multif\u00edsicos que involucran acoblamiento<\/span><span>, interacci\u00f3n fluido-suelo-estructura y efectos de contacto por fricci\u00f3n. Al unir los enfoques tradicionales basados en continuos con m\u00e9todos de part\u00edculas, el grupo crea marcos de simulaci\u00f3n robustos capaces de manejar comportamientos de materiales complejos, grandes deformaciones e interacciones din\u00e1micas entre diferentes fen\u00f3menos f\u00edsicos.<\/span><\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00bb1_3,1_3,1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bbc7c24b71-68f1-4ba2-bc79-49dcbcce5ea1&#8243; custom_margin=\u00bb|0px||0px|false|false\u00bb custom_padding=\u00bb50px|0px|50px|0px|false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/smechanics_1.jpg\u00bb title_text=\u00bbsmechanics_1&#8243; align=\u00bbcenter\u00bb module_class=\u00bbfit-img\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb100%\u00bb module_alignment=\u00bbcenter\u00bb height=\u00bb220px\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][\/et_pb_column][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/smechanics_2.jpg\u00bb title_text=\u00bbsmechanics_2&#8243; align=\u00bbcenter\u00bb module_class=\u00bbfit-img\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb100%\u00bb module_alignment=\u00bbcenter\u00bb height=\u00bb220px\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][\/et_pb_column][et_pb_column type=\u00bb1_3&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/smechanics_3.jpg\u00bb title_text=\u00bbsmechanics_3&#8243; align=\u00bbcenter\u00bb module_class=\u00bbfit-img\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb100%\u00bb module_alignment=\u00bbcenter\u00bb height=\u00bb220px\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=\u00bb1&#8243; admin_label=\u00bbResearch Tab\u00bb module_class=\u00bbresearch-content tab-content\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbfed47f3e-3ebe-4259-a156-523c8e0b8966&#8243; collapsed=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_row column_structure=\u00bb1_4,3_4&#8243; gutter_width=\u00bb2&#8243; admin_label=\u00bbAreas de investigaci\u00f3n\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbc7c24b71-68f1-4ba2-bc79-49dcbcce5ea1&#8243; custom_padding=\u00bb0px|0px|32px|0px|false|false\u00bb locked=\u00bboff\u00bb collapsed=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][et_pb_column type=\u00bb1_4&#8243; _builder_version=\u00bb4.27.0&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_heading title=\u00bbAreas de investigaci\u00f3n\u00bb admin_label=\u00bbH2&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh2&#8243; title_text_color=\u00bb#004996&#8243; title_font_size=\u00bb2rem\u00bb title_line_height=\u00bb2rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][\/et_pb_column][et_pb_column type=\u00bb3_4&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bb56e57fde-4561-4cf6-a771-0a733a7201b1&#8243; border_color_right=\u00bb#d9d9d9&#8243; global_colors_info=\u00bb{}\u00bb][et_pb_heading title=\u00bbSimulaci\u00f3n avanzada de los procesos de mecanizado de precisi\u00f3n\u00bb admin_label=\u00bbUnsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><strong>Objetivo<\/strong><\/p>\n<p><\/p>\n<p>Mejorar los procesos de mecanizado mediante simulaciones multiescala que consideran desgaste, temperatura y microestructura del material.<\/p>\n<p><\/p>\n<p><strong>Innovaciones<\/strong><\/p>\n<p><\/p>\n<ul>\n<li style=\"list-style-type: none;\">\n<ul>\n<li>Modelos acoplados de material-herramienta a alta velocidad.<\/li>\n<li>Integraci\u00f3n de termomec\u00e1nica, da\u00f1o y fricci\u00f3n en el contacto.<\/li>\n<li>Predicci\u00f3n de rugosidad y defectos con validaci\u00f3n experimental.<\/li>\n<\/ul>\n<p><\/li>\n<p><\/ul>\n<p><\/p>\n<p><strong>Detalles del proyecto<\/strong><\/p>\n<p><\/p>\n<p>El proyecto SUPREAM permite simular el comportamiento del material durante el corte de precisi\u00f3n, incluyendo efectos t\u00e9rmicos, microfisuras y evoluci\u00f3n del material. La simulaci\u00f3n se adapta a diferentes materiales met\u00e1licos, mejorando la predicci\u00f3n del desgaste de herramientas y la calidad superficial final.<\/p>\n<p><\/p>\n<p><strong>Impacto<\/strong><\/p>\n<p><\/p>\n<p>Optimizaci\u00f3n del proceso de mecanizado, reducci\u00f3n de pruebas f\u00edsicas, mayor vida \u00fatil de herramientas y mejora en la calidad de componentes industriales.<\/p>\n<p>[\/et_pb_text][et_pb_gallery gallery_ids=\u00bb249173,249172&#8243; posts_number=\u00bb2&#8243; show_pagination=\u00bboff\u00bb zoom_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_font_size=\u00bb1px\u00bb caption_text_align=\u00bbcenter\u00bb caption_font_size=\u00bb12px\u00bb width=\u00bb100%\u00bb max_width=\u00bb100%\u00bb module_alignment=\u00bbcenter\u00bb custom_margin=\u00bb||0px||false|false\u00bb custom_css_gallery_item=\u00bbwidth: 45% !important;||\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb custom_css_gallery_item_last_edited=\u00bbon|phone\u00bb custom_css_gallery_item_phone=\u00bbwidth: 100% !important;||\u00bb custom_css_gallery_item_tablet=\u00bbwidth: 45% !important;||\u00bb][\/et_pb_gallery][et_pb_heading title=\u00bbGemelo digital para la industria del conformado de metales\u00bb admin_label=\u00bbUnsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><strong>Objetivo<\/strong><\/p>\n<p><\/p>\n<p>Mejorar los procesos de mecanizado a trav\u00e9s de simulaciones multiescala que consideran el desgaste del material, la temperatura y la microestructura.<\/p>\n<p><\/p>\n<p><strong>Innovaciones<\/strong><\/p>\n<p><\/p>\n<ul>\n<li style=\"list-style-type: none;\">\n<ul>\n<li><span style=\"text-decoration: underline;\">Gemelo digital<\/span>: Simulaci\u00f3n avanzada para la optimizaci\u00f3n de procesos.<\/li>\n<li><span style=\"text-decoration: underline;\">M\u00e1quinas sensorizadas<\/span>: Conexi\u00f3n a la nube para la recogida continua de datos.<\/li>\n<li><span style=\"text-decoration: underline;\">Aprendizaje autom\u00e1tico<\/span>: acelera las predicciones y mejora la precisi\u00f3n de la calibraci\u00f3n de los par\u00e1metros.<\/li>\n<\/ul>\n<p><\/li>\n<p><\/ul>\n<p><\/p>\n<p><strong>Detalles del proyecto<\/strong><\/p>\n<p><\/p>\n<p>Los proyectos OPTIPRO y OPTIREP se centran en el desarrollo e implementaci\u00f3n de gemelos digitales para simular y optimizar los procesos de laminaci\u00f3n. A trav\u00e9s de la plataforma de datos DENN, los datos operativos de las m\u00e1quinas sensorizadas se recopilan e integran en un entorno de simulaci\u00f3n avanzado. Esto permite una mayor precisi\u00f3n en la calibraci\u00f3n de los par\u00e1metros de la pieza, reduciendo los recursos humanos y materiales. Adem\u00e1s, el uso de t\u00e9cnicas de aprendizaje autom\u00e1tico ampl\u00eda el rango de an\u00e1lisis y mejora la precisi\u00f3n de la predicci\u00f3n, optimizando el proceso en t\u00e9rminos de tiempo y costo.<\/p>\n<p><\/p>\n<p><strong>Impacto<\/strong><\/p>\n<p><\/p>\n<p>Reducci\u00f3n significativa de recursos y aumento de la eficiencia, facilitando una mayor penetraci\u00f3n de estas tecnolog\u00edas en el mercado global.<\/p>\n<p>[\/et_pb_text][et_pb_gallery gallery_ids=\u00bb243320,243323&#8243; posts_number=\u00bb2&#8243; show_pagination=\u00bboff\u00bb zoom_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_font_size=\u00bb1px\u00bb caption_text_align=\u00bbcenter\u00bb caption_font_size=\u00bb12px\u00bb width=\u00bb100%\u00bb max_width=\u00bb100%\u00bb module_alignment=\u00bbcenter\u00bb custom_margin=\u00bb||0px||false|false\u00bb custom_css_gallery_item=\u00bbwidth: 45% !important;||\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb custom_css_gallery_item_last_edited=\u00bbon|phone\u00bb custom_css_gallery_item_phone=\u00bbwidth: 100% !important;||\u00bb custom_css_gallery_item_tablet=\u00bbwidth: 45% !important;||\u00bb][\/et_pb_gallery][et_pb_heading title=\u00bbSimulaci\u00f3n de fatiga en la industria automotriz: Proyecto Fatigue4Light\u00bb admin_label=\u00bbUnsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><strong>Objetivo<\/strong><\/p>\n<p><\/p>\n<p>Mejorar la simulaci\u00f3n avanzada de fatiga en chasis de veh\u00edculos el\u00e9ctricos.<\/p>\n<p><\/p>\n<p><strong>Innovaciones<\/strong><\/p>\n<p><\/p>\n<ul>\n<li style=\"list-style-type: none;\">\n<ul>\n<li><span style=\"text-decoration: underline;\">Evaluaci\u00f3n de fatiga<\/span>: Simulaciones num\u00e9ricas precisas bajo diversas condiciones de carga.<\/li>\n<li><span style=\"text-decoration: underline;\">Reducci\u00f3n de prototipos f\u00edsicos<\/span>: Optimizaci\u00f3n del dise\u00f1o y la durabilidad de los componentes.<\/li>\n<\/ul>\n<p><\/li>\n<p><\/ul>\n<p><\/p>\n<p><strong>Detalles del proyecto<\/strong><\/p>\n<p><\/p>\n<p>El proyecto \u00abFatigue4Light\u00bb, coordinado por CIMNE, ha desarrollado una metodolog\u00eda innovadora para evaluar la fatiga de los componentes del chasis de los veh\u00edculos el\u00e9ctricos a trav\u00e9s de simulaciones num\u00e9ricas. Esta tecnolog\u00eda optimiza el dise\u00f1o y la durabilidad de los componentes, reduciendo la necesidad de prototipos f\u00edsicos y reduciendo tanto los costos como el tiempo de desarrollo. Este enfoque destaca el potencial de los gemelos digitales para mejorar la eficiencia y la sostenibilidad de la producci\u00f3n de veh\u00edculos el\u00e9ctricos.<\/p>\n<p><\/p>\n<p><strong>Impacto<\/strong><\/p>\n<p><\/p>\n<p>Reducci\u00f3n de costes y tiempo de desarrollo, al tiempo que mejora la eficiencia y la sostenibilidad en la producci\u00f3n de veh\u00edculos el\u00e9ctricos.<\/p>\n<p>[\/et_pb_text][et_pb_gallery gallery_ids=\u00bb243326,243329&#8243; orientation=\u00bbportrait\u00bb show_title_and_caption=\u00bboff\u00bb show_pagination=\u00bboff\u00bb zoom_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb module_alignment=\u00bbcenter\u00bb custom_margin=\u00bb||0px||false|false\u00bb custom_css_gallery_item=\u00bbwidth: 45% !important;||\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb custom_css_gallery_item_last_edited=\u00bbon|tablet\u00bb custom_css_gallery_item_phone=\u00bbwidth: 100% !important;||\u00bb custom_css_gallery_item_tablet=\u00bbwidth: 45% !important;||\u00bb][\/et_pb_gallery][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb text_font_size=\u00bb12px\u00bb text_orientation=\u00bbcenter\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Modelizaci\u00f3n num\u00e9rica del fen\u00f3meno de fatiga mec\u00e1nica<\/p>\n<p>[\/et_pb_text][et_pb_heading title=\u00bbM\u00e9todo de elementos finitos de part\u00edculas (PFEM) para problemas multidisciplinares acoplados en ingenier\u00eda\u00bb admin_label=\u00bbCoupled multi-physical analyses of porous media. Application to radioactive waste disposal\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones a la modelizaci\u00f3n y simulaci\u00f3n de problemas ambientales que dan cuenta de la interacci\u00f3n fluido-suelo-estructura. (IP: A. Franci y E. O\u00f1ate)<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural1.png\u00bb title_text=\u00bbstructural1&#8243; show_in_lightbox=\u00bbon\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bb1f4e2daa-a4c7-40db-b678-0b21ac6841bd\u00bb width=\u00bb60%\u00bb module_alignment=\u00bbcenter\u00bb custom_margin=\u00bb||50px||false|false\u00bb custom_padding=\u00bb||||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbM\u00e9todos de elementos finitos (FEM) para el an\u00e1lisis no lineal de s\u00f3lidos y estructuras con materiales est\u00e1ndar y compuestos.\u00bb admin_label=\u00bbNumerical analysis of large-scale infrastructure projects\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones en el sector de la edificaci\u00f3n y el sector del transporte. (IP: X. Mart\u00ednez, F. Rastellini y E. O\u00f1ate)<\/p>\n<p>[\/et_pb_text][et_pb_heading title=\u00bbElementos innovadores de interfaz para modelar discontinuidades en s\u00f3lidos\u00bb admin_label=\u00bbAdvance image analysis techniques for laboratory experiments in soils including large displacements and deformations. Measurements of degree of saturation based on infrared-images.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones al flujo en medios porosos fracturados y delaminaci\u00f3n de composites. (IP: I. de Pouplana)<\/p>\n<p>[\/et_pb_text][et_pb_heading title=\u00bbM\u00e9todo de elementos finitos de part\u00edculas (PFEM) para problemas multidisciplinarios en mec\u00e1nica de s\u00f3lidos\u00bb admin_label=\u00bbMulti scale analysis of low-carbon soil binders\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones al modelado y simulaci\u00f3n de procesos de mecanizado y corte en la industria manufacturera. (IP: J. M. Carbonell. y E. O\u00f1ate)<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural4.png\u00bb title_text=\u00bbstructural4&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbM\u00e9todos de elementos discretos (DEM) para el an\u00e1lisis de materiales no cohesivos y cohesivos\u00bb admin_label=\u00bbUnsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><span data-sheets-root=\"1\">(IP: M. A. Celigueta y E. O\u00f1ate)<\/span><\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural5.png\u00bb title_text=\u00bbstructural5&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbProcedimientos de acoplamiento DEM, FEM y PFEM\u00bb admin_label=\u00bbUnsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones a problemas en procesos de excavaci\u00f3n de suelos y t\u00faneles y en la industria del petr\u00f3leo y el gas. (IP: M. A. Celigueta, G. Casas e I. de Pouplana)<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural6.png\u00bb title_text=\u00bbstructural6&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbElementos finitos para el an\u00e1lisis de placas y cascos\u00bb admin_label=\u00bbMulti-scale experiments and analyses of geomaterials\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones en el sector de la edificaci\u00f3n y el sector del transporte. (IP: E. O\u00f1ate, F. Rastellini y J. M. Gonz\u00e1lez)<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural7.png\u00bb title_text=\u00bbstructural7&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbModelos innovadores de fatiga que tienen en cuenta los efectos combinados del da\u00f1o y la plasticidad para el an\u00e1lisis de estructuras sometidas a cargas c\u00edclicas altas, medias y bajas con el m\u00e9todo de elementos finitos (FEM).\u00bb admin_label=\u00bbMulti-scale experiments and analyses of geomaterials\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones a la predicci\u00f3n de la vida a fatiga de componentes y estructuras met\u00e1licas en la industria automotriz y estructuras de hormig\u00f3n en el sector de la edificaci\u00f3n y la construcci\u00f3n. (IP: L. Barbu y E. O\u00f1ate)<\/p>\n<p>[\/et_pb_text][et_pb_heading title=\u00bbModelizaci\u00f3n y simulaci\u00f3n de la fusi\u00f3n y combusti\u00f3n de objetos en un incendio\u00bb admin_label=\u00bbCrystal Growth in Anhydritic Rocks. Swelling and structure interaction.\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones al an\u00e1lisis y dise\u00f1o de pol\u00edmeros ign\u00edfugos. (IP: J. Mart\u00ed y E. O\u00f1ate)<\/p>\n<p><\/p>\n<p>&nbsp;<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural9.png\u00bb title_text=\u00bbstructural9&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbM\u00e9todos basados en part\u00edculas para el an\u00e1lisis de flujos de part\u00edculas\u00bb admin_label=\u00bbAnalysis and modelling of tailings dams\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p>Aplicaciones al modelado y simulaci\u00f3n de part\u00edculas en suspensi\u00f3n en fluidos. (IP: S. Idelsohn, E. O\u00f1ate y G. Casas)<\/p>\n<p>[\/et_pb_text][et_pb_image src=\u00bbhttps:\/\/cimne.com\/wp-content\/uploads\/2025\/08\/structural10.png\u00bb title_text=\u00bbstructural10&#8243; show_in_lightbox=\u00bbon\u00bb use_overlay=\u00bbon\u00bb overlay_icon_color=\u00bb#004996&#8243; hover_overlay_color=\u00bbrgba(0,73,150,0.2)\u00bb hover_icon=\u00bb&#xf067;||fa||900&#8243; align=\u00bbcenter\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb width=\u00bb60%\u00bb custom_margin=\u00bb||50px||false|false\u00bb locked=\u00bboff\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_image][et_pb_heading title=\u00bbM\u00e9todos num\u00e9ricos para la resoluci\u00f3n precisa y r\u00e1pida de problemas en mec\u00e1nica de medios continuos y estructural.\u00bb admin_label=\u00bbDEM and PFEM modelling of soil structure interaction\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb title_level=\u00bbh3&#8243; title_font=\u00bb|700|||||||\u00bb title_font_size=\u00bb1.5rem\u00bb title_line_height=\u00bb1.8rem\u00bb global_colors_info=\u00bb{}\u00bb][\/et_pb_heading][et_pb_text admin_label=\u00bbText\u00bb _builder_version=\u00bb4.27.4&#8243; _module_preset=\u00bbdefault\u00bb custom_padding=\u00bb||20px||false|false\u00bb global_colors_info=\u00bb{}\u00bb]<\/p>\n<p><span data-sheets-root=\"1\">(IP: E. 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