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Crashworthiness Analysis and Design of Thin-Walled Structures

A special issue of Materials (ISSN 1996-1944). This special issue belongs to the section "Materials Simulation and Design".

Deadline for manuscript submissions: 20 August 2024 | Viewed by 675

Special Issue Editors


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Guest Editor
Department of Machine Design and Mechatronics, Faculty of Mechanical Engineering, Lublin University of Technology, 20-618 Lublin, Poland
Interests: passive safety; plastic deformation; numerical analysis; thin-walled structures; porous structures

E-Mail Website
Guest Editor
Department of Machine Design and Mechatronics, Faculty of Mechanical Engineering, Lublin University of Technology, 20-618 Lublin, Poland
Interests: neural network; thin-walled structures; passive safety

Special Issue Information

Dear Colleagues,

This Special Issue focuses on the stability and crashworthiness of thin-walled structures. Addressing the challenges of ensuring stability under different loading conditions and optimizing crashworthiness to reduce impact forces, this Special Issue aims to expand the boundaries of engineering knowledge. Considering the use of advanced manufacturing technologies and highly advanced engineering materials, issues related to the failure mechanisms of thin-walled structures are still relevant and important from the point of view of engineering structures. The widespread use of thin-walled systems in the fields of passive safety and vehicle structures requires engineers to continually improve these components.

In light of the above, we encourage researchers working in this field to submit articles demonstrating any advances in structural design or manufacturing research, which are of great importance for the further development of the field of thin-walled structure applications.

Dr. Michał Rogala
Dr. Jakub Gajewski
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. Materials 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

  • crashworthiness
  • thin-walled structures
  • passive safety
  • stability analysis
  • porous structures

Published Papers (1 paper)

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Research

26 pages, 16866 KiB  
Article
Load-Carrying Capacity of Thin-Walled Composite Columns with Rectangular Cross-Section under Axial Compression
by Patryk Rozylo, Michal Rogala and Jakub Pasnik
Materials 2024, 17(7), 1615; https://doi.org/10.3390/ma17071615 - 1 Apr 2024
Viewed by 534
Abstract
The aim of the current study was to determine the load capacity of composite columns subjected to axial compressive load. The subjects of the study were two types of columns with a rectangular cross-section, with different edge lengths. The tested columns had a [...] Read more.
The aim of the current study was to determine the load capacity of composite columns subjected to axial compressive load. The subjects of the study were two types of columns with a rectangular cross-section, with different edge lengths. The tested columns had a closed cross-section. Four different fiber arrangements were analyzed for both cross-sections studied. The research was realized using interdisciplinary methods to determine the mechanism of damage to the composite material, with particular emphasis on damage initiation and propagation. Experimental tests were realized on a testing machine, the analysis was carried out with an acoustic emission system, and image analysis using visual assessment system of deflections of the walls of the structure. In addition, a number of numerical analyses were realized based on advanced modeling techniques for fiber-reinforced composites. A comparative analysis of both quantitative and qualitative results is presented for both analyses. The innovation of the presented research lies in the development of a custom method for modeling structures made of composite material with special emphasis on the failure phase. This will allow to accurately reflect the modeling of thin-walled structures with closed cross-section subjected to loading in a complex stress state. Full article
(This article belongs to the Special Issue Crashworthiness Analysis and Design of Thin-Walled Structures)
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Planned Papers

The below list represents only planned manuscripts. Some of these manuscripts have not been received by the Editorial Office yet. Papers submitted to MDPI journals are subject to peer-review.

Title: Application of multilevel trigger in crashworthiness analysis of passive energy absorbers
Authors: /
Affiliation: /
Abstract: /

Title: Effect of residual stresses in numerical modeling of crashworthiness of column absorbers
Authors: Michal Rogala, Jakub Gajewski
Affiliation: /
Abstract: /

Title: The impact of using steel tapes and composite materials on reinforcing hot-rolled steel profiles
Authors: Ilona Szewczak; Patryk Rozylo
Affiliation: Faculty of Civil Engineering, Lublin University of Technology; 40 Nadbystrzycka Str, 20-618 Lublin, Poland
Abstract: Steel structure designers frequently encounter the need to reinforce hot-rolled, compressed steel elements. This is particularly common in the case of compressed truss bars in steel truss girders. Typically, reinforcement is designed using bars or flat bars welded to the compressed element. However, welding technology is not always feasible in existing and operational steel halls due to fire safety concerns. To address this challenge, researchers investigated alternative reinforcement methods using bonded steel and CFRP tapes. Laboratory tests and numerical analyses were conducted. Eleven 1.5 m long specimens made of 50x50x5 angle iron from S235 steel were subjected to axial compression testing. The test specimens included three unreinforced specimens, three specimens reinforced with steel tape bonded using SikaDur-30 adhesive, and five specimens reinforced with CFRP tape (SikaDur-30 adhesive was used for bonding in three cases, and 3M VHB GPH-160GF tape in two cases). The conducted research indicates that reinforcement using bonded steel tapes is the most effective method for limiting vertical displacements and deformations, as well as increasing the load-bearing capacity of the tested angles by 28.6% compared to the reference elements. Considering the high cost of composite tapes, this is valuable information from an economic analysis perspective. The absence of steel tape delamination suggests that the bonding technique can be successfully employed in this reinforcement method and can replace welding, for example in facilities where there is a high fire hazard.

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