Extreme Performance of Composite and Protective Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 28 February 2026 | Viewed by 493

Special Issue Editors


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Guest Editor
1. Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211, USA
2. Hutchison Engineering Inc., Hannibal, MO 63401, USA
Interests: structures resiliency; structural dynamics; blast mitigation; protective composites; dynamic modeling; composite structures

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Guest Editor
Department of Civil and Environmental Engineering, University of Missouri—Columbia, Columbia, MO 65211, USA
Interests: blast mitigation design and composite material systems; solid and structural mechanics; finite element modeling and simulation of infrastructure resilience
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Civil Engineering, Southern Illinois University Edwardsville, Edwardsville, IL 62026, USA
Interests: structural failure analysis; frp composites; steel structures; bridges; bolted joints; numerical modeling; engineering software development.
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Civil Engineering Department, University of Missouri, Columbia, MO 65211, USA
Interests: structures resiliency; structural dynamics; sustainable materials; concrete durability; strengthening and rehabilitation
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211, USA
Interests: structure analysis; high strength concrete; blast analysis; numerical modeling

Special Issue Information

Dear Colleagues,

Modern structural design is increasingly focused on the ability of buildings to withstand extreme dynamic loading conditions. As we face more frequent and severe threats—ranging from blasts and explosions to high winds, wind-borne debris, hurricanes, and earthquakes—modern structures, including protective buildings, must now incorporate novel structural requirements. These requirements are essential to ensure that buildings can endure these challenges without compromising safety or functionality. This shift necessitates a deeper understanding of dynamic loading effects and the integration of innovative materials and design strategies that enhance the structural resilience of buildings against such unpredictable forces.

This Special Issue, entitled "Extreme Performance of Composite and Protective Structures", welcomes contributions that present structural analyses, propose design techniques, and address the integration of protective composites into buildings that have been engineered to confront extreme conditions. This collection targets academics, structural and construction engineers, architects, and other professionals dedicated to advancing the safety and functionality of protective buildings through innovative research and design.

We invite authors to contribute original research articles, comprehensive reviews, and insightful case studies to this Special Issue. The scope of this Special Issue includes, but is not limited to, the following topics:

  • Structural dynamic approaches and numerical applications;
  • Blast resistance structures;
  • Impact analysis and mitigation;
  • Structural performance assessment under natural hazards;
  • Risk and mitigation analysis;
  • Experimental methods and results;
  • Numerical modeling;
  • Vibration analysis and dynamic characterization;
  • Shock tube testing and blast field testing.

Dr. Ahmed Elbelbisi
Prof. Dr. Hani Salim
Dr. Alaa Elsisi
Dr. Ahmed M.E. Elkilani
Dr. Mohamed Elshazli
Guest Editors

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. Buildings is an international peer-reviewed open access semimonthly 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 2600 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

  • structural resilience
  • blast mitigation
  • dynamic loading
  • numerical simulation
  • protective composites
  • structural safety
  • extreme events
  • wind loads
  • earthquakes

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Published Papers (1 paper)

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Research

30 pages, 9068 KiB  
Article
Dynamic Behavior of Lighting GFRP Pole Under Impact Loading
by Mahmoud T. Nawar, Ahmed Elbelbisi, Mostafa E. Kaka, Osama Elhosseiny and Ibrahim T. Arafa
Buildings 2025, 15(13), 2341; https://doi.org/10.3390/buildings15132341 - 3 Jul 2025
Viewed by 185
Abstract
Vehicle collisions with street lighting poles generate extremely high impact forces, often resulting in serious injuries or fatalities. Therefore, enhancing the structural resilience of pole bases is a critical engineering objective. This study investigates a comprehensive dynamic analysis conducted with respect to base [...] Read more.
Vehicle collisions with street lighting poles generate extremely high impact forces, often resulting in serious injuries or fatalities. Therefore, enhancing the structural resilience of pole bases is a critical engineering objective. This study investigates a comprehensive dynamic analysis conducted with respect to base material behavior and energy absorption of GFRP lighting pole structures under impact loads. A finite element (FE) model of a 5 m-tall tapered GFRP pole with a steel base sleeve, base plate, and anchor bolts was developed. A 500 kg drop-weight impact at 400 mm above the base simulated vehicle collision conditions. The model was validated against experimental data, accurately reproducing the observed failure mode and peak force within 6%. Parametric analyses explored variations in pole diameter, wall thickness, base plate size and thickness, sleeve height, and anchor configuration. Results revealed that geometric parameters—particularly wall thickness and base plate dimensions—had the most significant influence on energy absorption. Doubling the wall thickness reduced normalized energy absorption by approximately 76%, while increases in base plate size and thickness reduced it by 35% and 26%, respectively. Material strength and anchor bolt configuration showed minimal impact. These findings underscore the importance of optimizing pole geometry to enhance crashworthiness. Controlled structural deformation improves energy dissipation, making geometry-focused design strategies more effective than simply increasing material strength. This work provides a foundation for designing safer roadside poles and highlights areas for further exploration in base configurations and connection systems. Full article
(This article belongs to the Special Issue Extreme Performance of Composite and Protective Structures)
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