Advances in Steel-Concrete Composite Structures

A special issue of CivilEng (ISSN 2673-4109).

Deadline for manuscript submissions: closed (20 June 2023) | Viewed by 2195

Special Issue Editors


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Guest Editor
School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, Australia
Interests: steel structures; concrete structures; steel–concrete composite structures; computational modeling
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Guest Editor
College of Engineering and Science, Victoria University, PO Box 14428, Melbourne, VIC 8001, Australia
Interests: steel structures; concrete structures; steel–concrete composite structures; computational modeling; structural fire engineering; structural optimization

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Guest Editor
School of Computing, Engineering and Mathematical Sciences, La Trobe University, Bendigo, VIC 3550, Australia
Interests: concrete-filled steel tubular structures; nonlinear analysis; steel structures; concrete structures; finite element analysis
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Steel–concrete composite structures are widely used in composite construction, owing to their improved structural performance, such as higher load-bearing capacity, higher ductility, and improved fire and seismic performance. This special issue of CivilEng deals with the recent innovations and progress in the research and practice of steel–concrete composite structures. The scope of this Special Issue covers topics related, but not limited, to the performance analysis and design of steel–concrete composite beams, columns, and slabs; connections subjected to various loading conditions, such as axial loading, eccentric loading, and dynamic loading (fire, blast, impact, robustness); and case studies. Both original and state-of-the-art reviews on topics related to steel–concrete composite structures are considered for publication in this Special Issue

Dr. Mizan Ahmed
Dr. Qing Quan Liang
Dr. Vipul Patel
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. CivilEng is an international peer-reviewed open access quarterly 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 1200 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

  • concrete-filled steel tubes
  • composite columns
  • composite beams
  • composite slabs
  • connections
  • fire resistance
  • cyclic performance
  • impact and blast loading
  • strength and ductility
  • structural analysis
  • nonlinear analysis
  • design models

Published Papers (1 paper)

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Research

15 pages, 597 KiB  
Article
Consideration of Unidirectional Cyclic Loading on Bond in Reinforced Lightweight Concrete in Standards
by Zoltán Gyurkó, Tamás Kovács, Levente Jakab and Rita Nemes
CivilEng 2023, 4(1), 68-82; https://doi.org/10.3390/civileng4010006 - 20 Jan 2023
Viewed by 1397
Abstract
The present research deals with the cyclic and standard pull-out resistance of deformed steel bars embedded in lightweight and normal concrete. This paper is a continuation of a previous paper, where the experimental results are detailed. In the present paper, the experimental results [...] Read more.
The present research deals with the cyclic and standard pull-out resistance of deformed steel bars embedded in lightweight and normal concrete. This paper is a continuation of a previous paper, where the experimental results are detailed. In the present paper, the experimental results are set against the formulas and the diagrams provided by the Eurocode standard and the Model Code 1990, and then a comparative discussion is performed. In the case of cyclic loading, the damage defined by the Palmgren–Miner hypothesis, as well based on the recommendations of various national annexes of Eurocode and the Model Code, is calculated. A multiplier corresponding to the maximum load is calculated, which indicates by how much the applied load should be multiplied to obtain a damage value equal to 1. Full article
(This article belongs to the Special Issue Advances in Steel-Concrete Composite Structures)
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