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Sustainable Construction Systems in Civil and Environmental Engineering

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: closed (30 August 2025) | Viewed by 606

Special Issue Editors


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Guest Editor
Lyles School of Civil Engineering, Purdue University, West Lafayette, IN 47907, USA
Interests: infrastructure sensing; smart materials; artificial intelligence
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Civil and Environment Engineering, Purdue University, West Lafayette, IN 47907, USA
Interests: artificial intelligence; thermoelectric materials; thermoelectric performance

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Guest Editor
Department of Civil, Environmental, and Infrastructure Engineering, George Mason University, Fairfax, VA 22030, USA
Interests: reinforcement learning model; impacts of climate change; geopolymer

Special Issue Information

Dear Colleagues,

We are inviting submissions to a Special Issue on Sustainable Construction Systems in Civil and Environmental Engineering.

Sustainable construction is key to addressing humanity's urgent challenges, including environmental degradation, energy scarcity, and the push for low-carbon solutions in the face of climate change. This Special Issue focuses on innovative approaches to transforming the traditional construction approach and addressing critical problems such as resource inefficiency, high carbon emissions, and the vulnerability of infrastructure to extreme weather events. This Special Issue will cover topic including, but not limited to, energy-efficient building design, green and carbon-neutral materials, resilient and adaptive infrastructure, and the role of digitalization and automation in modern construction. We seek cutting-edge research that not only advances theoretical understanding but also offers practical solutions to pressing scientific and engineering challenges, providing tangible benefits for both industry and society.

Authors are required to submit original, innovative work that includes comprehensive analysis and validation of the proposed methods’ contributions to the field. Submissions should demonstrate the impact of the work through experimental, theoretical, simulation-based, or data-driven approaches, all of which are welcome in this Special Issue.

Dr. Yen-Fang Su
Dr. Guangshuai Han
Dr. Xijin Zhang
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. Applied Sciences 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 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

  • sustainable construction
  • low-carbon materials
  • energy-efficient design
  • resilient infrastructure
  • digital construction technologies
  • automation in civil engineering
  • data-driven construction

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Published Papers (1 paper)

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Research

26 pages, 7145 KB  
Article
Mechanical Properties of a New Type of Link Slab for Simply Supported Steel–Concrete Composite Bridges
by Liang Xiao, Qingtian Su and Qingquan Wang
Appl. Sci. 2025, 15(19), 10851; https://doi.org/10.3390/app151910851 - 9 Oct 2025
Viewed by 175
Abstract
This study investigates the mechanical behavior of a new type of link slab through experimental testing and numerical simulation. A full-scale segmental specimen of an I-shaped steel–concrete composite beam was designed, and a vertical active plus horizontal follow-up loading system was employed to [...] Read more.
This study investigates the mechanical behavior of a new type of link slab through experimental testing and numerical simulation. A full-scale segmental specimen of an I-shaped steel–concrete composite beam was designed, and a vertical active plus horizontal follow-up loading system was employed to realistically simulate the stress state of the link slab. In parallel, a nonlinear finite element model was established in ABAQUS to validate and extend the experimental findings. Test results indicate that the link slab exhibits favorable static performance with a ductile flexural tensile failure mode. At ultimate load, tensile reinforcement yielded while compressive concrete remained uncrushed, demonstrating high safety reserves. Cracks propagated primarily in the transverse direction, showing a typical flexural tensile cracking pattern. The maximum crack width was limited to 0.4 mm and remained confined within the link slab region, which is beneficial for long-term durability, maintenance, and repair. The FE model successfully reproduced the experimental process, accurately capturing both the crack development and the ultimate bending capacity of the slab. The findings highlight the reliability of the proposed structural system, demonstrate that maximum crack width can be evaluated as an eccentric tension member, and confirm that bending capacity may be assessed using existing design specifications. Full article
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