{"id":2767,"date":"2025-06-06T12:48:39","date_gmt":"2025-06-06T10:48:39","guid":{"rendered":"https:\/\/eng-sc.com\/?p=2767"},"modified":"2025-06-06T12:49:17","modified_gmt":"2025-06-06T10:49:17","slug":"structural-analysis-of-a-metal-racking-system-under-fire-conditions","status":"publish","type":"post","link":"https:\/\/eng-sc.com\/en\/structural-analysis-of-a-metal-racking-system-under-fire-conditions\/","title":{"rendered":"Structural Analysis of a Metal Racking System Under Fire Conditions"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"2767\" class=\"elementor elementor-2767\" data-elementor-post-type=\"post\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6f2155bc elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6f2155bc\" 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-33c57a75\" data-id=\"33c57a75\" 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-379de706 elementor-widget elementor-widget-text-editor\" data-id=\"379de706\" 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\n<h3 class=\"wp-block-heading\"><strong>Abstract<\/strong><\/h3>\n\n<p>This study presents an advanced structural analysis of a metal racking system subjected to real fire conditions using numerical simulation techniques. Computational Fluid Dynamics (CFD), thermal modeling, and structural analysis via the Finite Element Method (FEM) were integrated to evaluate the stability of a representative frame from a picking racking system exposed to a natural fire scenario. The results indicate that the structure maintains its integrity for at least 60 minutes without experiencing either partial or global collapse.<\/p>\n\n<h3 class=\"wp-block-heading\"><strong>Introduction<\/strong><\/h3>\n\n<p>The fire resistance of metal storage systems in industrial environments is a critical factor in ensuring structural safety during fire scenarios. In this context, a detailed study of an industrial racking system has been conducted using a numerical methodology based on Eurocodes and the finite element method to simulate its structural behavior under realistic thermal conditions.<\/p>\n\n<h3 class=\"wp-block-heading\"><strong>Case Study<\/strong><\/h3>\n\n<p>The subject of the study is a typical frame of a metal picking racking system, connected to a mezzanine located 3.5 meters high, with beams forming 2.7-meter-wide bays. The structure includes 12 distributed loading levels, supporting a total capacity of up to 7500 kg per frame.<\/p>\n\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><img fetchpriority=\"high\" decoding=\"async\" width=\"837\" height=\"586\" class=\"wp-image-2754\" style=\"width: 621px; height: auto;\" src=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-111223.png\" alt=\"Metal racking system to analyse\" srcset=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-111223.png 837w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-111223-300x210.png 300w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-111223-768x538.png 768w\" sizes=\"(max-width: 837px) 100vw, 837px\" \/><\/figure>\n\n<h3 class=\"wp-block-heading\"><strong>Objectives of the Structural Analysis<\/strong><\/h3>\n\n<ul class=\"wp-block-list\">\n<li>Evaluate the structural stability of the storage system under a representative natural fire scenario.<\/li>\n\n<li>Simulate the thermal evolution of the exposed structural elements without passive fire protection.<\/li>\n\n<li>Identify the most critical failure mechanisms under combined thermal and structural loading conditions.<\/li>\n\n<li>Verify compliance with fire stability requirements according to EN 1991-1-2.<\/li>\n<\/ul>\n\n<h3 class=\"wp-block-heading\"><strong>Results<\/strong><\/h3>\n\n<p><strong>Fire Modeling and Simulation Conditions<\/strong><br \/>The fire scenario was modeled using computational fluid dynamics with the FDS (Fire Dynamics Simulator) software, developed by NIST, in accordance with Annex D of EN 1991-1-2. The heat release rate (HRR) curve and its temporal evolution were defined to represent a localized fire.<\/p>\n\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><img decoding=\"async\" width=\"616\" height=\"348\" class=\"wp-image-2756\" style=\"width: 480px; height: auto;\" src=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-112008.png\" alt=\"heat release rate (HRR) curve\" srcset=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-112008.png 616w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-03-112008-300x169.png 300w\" sizes=\"(max-width: 616px) 100vw, 616px\" \/><\/figure>\n\n<p>The gas temperature does not exceed 400\u202f\u00b0C during the simulated event. This limit, along with the high thermal conductivity of steel, the thin profile walls, and the high section factor of the members, validates the structure&#8217;s performance under fire exposures equivalent to 15 and 60 minutes.<\/p>\n\n<p><strong>Structural Modeling<\/strong><br \/>A nonlinear static analysis was performed, incorporating both geometric nonlinearity (second-order effects) and material nonlinearity (elasto-plastic model) using finite elements.<br \/>Boundary conditions were defined as follows:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>Uprights were considered pinned at their base.<\/li>\n\n<li>Picking loads were applied with a 0.1\u202fm eccentricity in the beam direction.<\/li>\n\n<li>The mezzanine load had a reduced eccentricity (0.05\u202fm) due to the continuity of the upper deck, minimizing bending moment generation.<\/li>\n<\/ul>\n\n<p>The results include total and principal directional displacement maps, as well as Von Mises stress distributions. No critical stress concentrations were observed that would compromise system stability.<\/p>\n\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><img decoding=\"async\" width=\"944\" height=\"515\" class=\"wp-image-2758\" style=\"width: 634px; height: auto;\" src=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-114605.png\" alt=\"Structural analysis of metal racking system\" srcset=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-114605.png 944w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-114605-300x164.png 300w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-114605-768x419.png 768w\" sizes=\"(max-width: 944px) 100vw, 944px\" \/>\n<figcaption class=\"wp-element-caption\">Total, Longitudinal, and Transverse Displacements [mm] of the Frame<\/figcaption>\n<\/figure>\n\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"874\" height=\"495\" class=\"wp-image-2760\" style=\"width: 630px; height: auto;\" src=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-120703.png\" alt=\"Structural analysis of metal racking system\" srcset=\"https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-120703.png 874w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-120703-300x170.png 300w, https:\/\/eng-sc.com\/wp-content\/uploads\/2025\/06\/Captura-de-pantalla-2025-06-06-120703-768x435.png 768w\" sizes=\"(max-width: 874px) 100vw, 874px\" \/>\n<figcaption class=\"wp-element-caption\">Von Mises Stresses [MPa] in the Frame, Including Details at the Base and Mezzanine Level<\/figcaption>\n<\/figure>\n\n<h3 class=\"wp-block-heading\"><strong>Conclusions<\/strong><\/h3>\n\n<p>The numerical analysis confirms that the frame of the metal picking rack, including the mezzanine, retains its load-bearing capacity for at least 60 minutes of exposure to the modeled fire scenario. The structure does not show signs of partial or global collapse within the critical period. The multidisciplinary approach\u2014integrating CFD simulation, thermal analysis, and advanced structural calculation\u2014enables highly accurate prediction of metal systems&#8217; behavior under fire. This ensures regulatory compliance and safeguards both facility integrity and personnel safety.<\/p>\n\n<p>At Engineering Simulation Consulting, we offer advanced engineering solutions to help companies optimize designs, improve performance, and reduce development costs. Contact us<a href=\"https:\/\/eng-sc.com\/en\/\">\u00a0here<\/a>\u00a0to learn about how to analyse the structural stability of a racking system under fire conditions using numerical simulation.<\/p>\n\n<p>\u00a0<\/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>Abstract This study presents an advanced structural analysis of a metal racking system subjected to real fire conditions using numerical simulation techniques. Computational Fluid Dynamics (CFD), thermal modeling, and structural analysis via the Finite Element Method (FEM) were integrated to evaluate the stability of a representative frame from a picking [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":2762,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","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":"disabled","footer-sml-layout":"","ast-disable-related-posts":"","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":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[36,26,41],"tags":[],"class_list":["post-2767","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-fire","category-simulation","category-structural-analysis"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v23.9 - 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