High-Performance Sustainable Construction Materials and Building Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Materials, and Repair & Renovation".

Deadline for manuscript submissions: 15 June 2024 | Viewed by 1056

Special Issue Editors


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Guest Editor
College of Civil Engineering, Hunan University, Changsha, China
Interests: high-performance metallic materials; high-strength steel; stainless steel; aluminium alloy
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Guest Editor
Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia
Interests: steel; aluminium; structures; structural fire engineering; structural reliability; joints

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Guest Editor
School of Civil Engineering, University College Dublin, D04 V1W8 Dublin, Ireland
Interests: structural engineering; modern methods of construction; structural robustness; composite structures

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Guest Editor
Department of Civil Engineering, Xi’an Jiaotong-Liverpool University, Suzhou 215123, China
Interests: eco-efficient cementitious materials; upcycling of industrial solid wastess

Special Issue Information

Dear Colleagues,

In an era of growing environmental awareness and rapid technological advancement, this special issue aims to explore the intersection of cutting-edge materials and sustainable structures, offering a platform for researchers and experts to share their innovative findings.

This special issue invites contributions that delve into a wide spectrum of topics, from novel materials with enhanced mechanical properties to sustainable design methodologies and construction techniques. We welcome research that addresses both the theoretical aspects and practical applications in the fields of architecture, civil engineering and material science.

Our mission is to bridge the gap between high performance and sustainability, fostering discussions and discoveries that promise to revolutionise the way we build and develop our environment. Whether your focus is on eco-friendly building materials, resilient infrastructure or breakthroughs in structural engineering, we encourage you to submit your work and be a part of this exciting initiative.

In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

  • High-performance construction materials (e.g., fibre-reinforced polymer, stainless steel and high-strength steel);
  • Sustainable building materials (e.g., bamboo fibre reinforced concrete);
  • Sustainable structures;
  • Novel structural system (e.g., composite structures);
  • Environmental impact assessment;
  • Material recyclability (rubberised concrete);
  • Renewable energy;
  • Higher education in sustainable materials and structures

We look forward to receiving your contributions.

Prof. Dr. Yao Sun
Prof. Dr. Davor Skejic
Dr. Samar Raffoul
Dr. Engui Liu
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 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 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

  • construction material
  • sustainable structure
  • green building
  • high-performance material
  • renewable energy
  • material recyclability
  • novel structural system

Published Papers (1 paper)

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Research

18 pages, 20603 KiB  
Article
Flexural Behavior of High-Strength Steel and Ultra-High-Performance Fiber-Reinforced Concrete Composite Beams
by Jun Xia
Buildings 2024, 14(1), 131; https://doi.org/10.3390/buildings14010131 - 04 Jan 2024
Cited by 1 | Viewed by 776
Abstract
The flexural performance of steel and concrete composite beams can be further enhanced by utilizing advanced construction materials such as ultra-high performance fiber-reinforced concrete (UHPFRC) and high-strength steel. In this paper, the concept of critical elastic moment resistance is proposed and the equation [...] Read more.
The flexural performance of steel and concrete composite beams can be further enhanced by utilizing advanced construction materials such as ultra-high performance fiber-reinforced concrete (UHPFRC) and high-strength steel. In this paper, the concept of critical elastic moment resistance is proposed and the equation for its estimation is derived. It was found that the high yield strength of steel calls for a narrow UHPFRC top layer to reach the critical state, whereas this ideal condition is not realistic for composite beams with normal-strength steel and UHPFRC. Small-scale composite beams composed of both high-strength and low-strength steel materials were tested under four-point bending to verify the critical state and performance of different types of connectors. The headed studs and plate connectors were first tested through small-scale push-out tests and then implemented in the composite beam with different spacing. The connection utilizing headed studs with 150 mm spacing performed the best among the three tested specimens in helping reach the critical elastic moment resistance. Finite element analyses of the composite beam were performed based on the estimated material properties under axial and biaxial stress conditions and the results align with the experiment results. Full article
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