Performance-Based Design in Structural Fire Engineering, Volume III

Special Issue Editor


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Guest Editor
Department of Civil and Environmental Engineering, The University of Western Ontario, London, ON N6A 3K7, Canada
Interests: structural analysis; structural dynamics; earthquakes; concrete; fire; evaluation; rehabilitation; seismic capacity; fiber reinforced polymers; FRP; shape memory alloys; SMA; modular steel structures
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Special Issue Information

Dear Colleagues,

The growing interest in the performance-based design of structures in fire engineering presents a rational departure from the traditional prescriptive code approach. While performance-based methods are well-established in earthquake engineering, their adoption in fire engineering remains limited. This Special Issue seeks to address this disparity by providing engineers with essential knowledge and recent research developments in performance-based design for structural fire engineering. The topics of interest include fire development, dynamics, heat transfer calculations, capacities of structural and non-structural elements, fire-induced deformations and evacuation strategies. While submissions on various subjects are welcomed, we are particularly interested in studies focusing on structures within or near the wildland–urban interface, culturally significant structures and fires occurring outside structures (e.g., cladding fires). I cordially invite you to contribute a paper to this Special Issue.

Prof. Dr. Maged A. Youssef
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Fire is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • fire dynamics
  • travelling fires
  • heat transfer
  • capacity
  • deformations
  • performance-based design

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Related Special Issue

Published Papers (2 papers)

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Research

29 pages, 7559 KiB  
Article
Finite Element Analysis of Flat Plate Structures in Fire
by Mohamed Hesien, Maged A. Youssef and Salah El-Fitiany
Fire 2025, 8(7), 252; https://doi.org/10.3390/fire8070252 - 27 Jun 2025
Viewed by 451
Abstract
Understanding the structural behaviour of flat plate systems during fire exposure is critical for ensuring the safety of occupants and emergency personnel. Flat slabs, a widely used structural system, undergo significant thermal deformations in fire, which increase demands on supporting columns and reduce [...] Read more.
Understanding the structural behaviour of flat plate systems during fire exposure is critical for ensuring the safety of occupants and emergency personnel. Flat slabs, a widely used structural system, undergo significant thermal deformations in fire, which increase demands on supporting columns and reduce the stiffness and strength of concrete and steel. While experimental fire tests have provided valuable data to understand the behaviour of isolated components of flat slabs, numerical analysis is the only route to comprehending the structural behaviour of full-scale flat plate structures during fire exposure. ABAQUS is commonly used for modelling reinforced concrete (RC) structures under fire, with two prevailing techniques: (1) solid element modelling for concrete and truss reinforcement and (2) shell element modelling with embedded steel layers and line-column elements. However, uncertainties remain regarding the influence of modelling parameters such as dilation angle and concrete tensile stress, and the impact of surface fire exposure has not been comprehensively studied. This study presents a novel contribution by conducting a detailed numerical investigation of a full-scale flat plate structure exposed to fire using both modelling approaches. The shell-element model was validated against experimental data and used to evaluate the effect of dilation angle and tensile strength assumptions. A unique aspect of this work is the assessment of fire exposure on different slab surfaces, including bottom, top, and both, which provides insights into slab deflections and column displacements under different surface fire exposure scenarios. The structure was then modelled using solid elements to systematically compare modelling techniques. The results highlight key differences between approaches and guide for selecting the most suitable modelling strategies for fire-exposed flat plate systems. Full article
(This article belongs to the Special Issue Performance-Based Design in Structural Fire Engineering, Volume III)
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16 pages, 5103 KiB  
Article
Thermal Effect of Firebrand Accumulation in Ceramic Roof Tiles
by Mohamed Zitouni, Mário Rui Tiago Arruda, Pedro Cantor and Fernando Branco
Fire 2025, 8(2), 55; https://doi.org/10.3390/fire8020055 - 29 Jan 2025
Cited by 1 | Viewed by 1157
Abstract
This paper presents investigations concerning the thermal firebrand reaction due to its accumulation in the top of ceramic roof tiles, commonly applied to the exterior of dwellings in southern Europe. A large-scale fire experiment is conducted, wherein firebrands are placed above the tiles [...] Read more.
This paper presents investigations concerning the thermal firebrand reaction due to its accumulation in the top of ceramic roof tiles, commonly applied to the exterior of dwellings in southern Europe. A large-scale fire experiment is conducted, wherein firebrands are placed above the tiles and temperature readings are taken from multiple layers of the building components. The selection of materials for the roof layer assembly was based on recommendations for either fire resistance or high temperature behaviour. The test follows the fire setup recommended in the California Building Code for firebrand deposition. This investigation will allow for a more accurate verification of the firebrand reaction in the roof, including the type of ignition, the creation of smoke and droplets, and even their mechanical ability to withstand elevated temperatures. Full article
(This article belongs to the Special Issue Performance-Based Design in Structural Fire Engineering, Volume III)
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