Durability, Multi-Scale Deterioration, and Low-Carbon Design of Concrete, Steel, and Composite 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: 31 December 2026 | Viewed by 546

Special Issue Editors


E-Mail Website
Guest Editor
School of Civil Engineering, Shandong University, Jinan 250061, China
Interests: durablity; corrosion; multi-physical modelling; diagnositic method; reparing materials

E-Mail Website
Guest Editor
School of Civil Engineering, Shandong University, Jinan 250061, China
Interests: multi-physical modelling; concrete; damage; diffusion; aggressive environments
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Qilu Transportation, Shandong University, Jinan 250061, China
Interests: waste recycling; green building materials; functional cement-based materials; concrete durability; pavement performance
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering, Shandong University, Jinan 250061, China
Interests: concrte repair; ultra-high performance concrete; bond performance; low-carbon concrete; resource utilization of solid waste

Special Issue Information

Dear Colleagues,

This Special Issue focuses on the microstructural deterioration mechanisms and macroscopic mechanical behaviour of concrete, steel, alloys, and their composite structures throughout service life. In practice, these materials are exposed to corrosion, sulfate attack, alkali activation and reactions, freeze–thaw cycles, carbonation, and other physical–chemical actions, often coupled with mechanical loading and environmental variability. Such multi‑field interactions govern damage evolution, structural performance, and durability.

We welcome contributions that clarify micro‑to‑macro degradation processes and translate them into performance‑based durability design, monitoring, and repair strategies. Interdisciplinary studies combining materials science, structural engineering, mechanics, chemistry, and numerical modelling are particularly encouraged.

Topics of interest include the following: deterioration mechanisms under corrosion, sulfate attack, alkali‑related reactions, freeze–thaw, and carbonation; multi‑physics and multi‑scale modelling of chemo–hydro–thermo–mechanical processes; durability design and service‑life prediction; experimental and accelerated ageing methods; monitoring, sensing, and diagnostic techniques; green, low‑carbon construction and repair materials; and life‑cycle and resilience‑oriented approaches.

Dr. Qifang Liu
Prof. Dr. Qingrong Xiong
Prof. Dr. Yifeng Ling
Dr. Shuo Feng
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 250 words) can be sent to the Editorial Office for assessment.

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

  • durability
  • multi‑scale deterioration
  • low-carbon materials
  • repair
  • diagnosis
  • multi-physics
  • interdisciplinary studies

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • Reprint: MDPI Books provides the opportunity to republish successful Special Issues in book format, both online and in print.

Further information on MDPI's Special Issue policies can be found here.

Published Papers (1 paper)

Order results
Result details
Select all
Export citation of selected articles as:

Research

26 pages, 9571 KB  
Article
Seismic Performance and Damage Controllability of Prefabricated Roof–Sidewall Composite Joints for Underground Structures Based on Cogging Connections
by Botan Shen, Weibing Xu, Tongfa Deng, Xiongdong Lan, Daoxue Yang, Longji Zhu and Yanjiang Chen
Buildings 2026, 16(9), 1771; https://doi.org/10.3390/buildings16091771 - 29 Apr 2026
Viewed by 352
Abstract
This study aims to enhance the damage controllability and overall seismic resilience of assembled underground structures under earthquake actions. To achieve this, three types of prefabricated roof–sidewall composite joints are proposed based on the design concepts of cogging for force transfer and local [...] Read more.
This study aims to enhance the damage controllability and overall seismic resilience of assembled underground structures under earthquake actions. To achieve this, three types of prefabricated roof–sidewall composite joints are proposed based on the design concepts of cogging for force transfer and local strengthening. These include the high-strength bolt–cogging–grouting sleeve joint (HCG), the prestressed steel strand–cogging–grouting sleeve joint (PCG), and the UHPC–cogging–grouting sleeve joint (UCG). Following the principle of positioning joints in regions of low structural stress, four 1/4-scale reinforced concrete (RC) specimens were designed and fabricated, including one cast-in-place (CIP) reference specimen and three precast RC specimens. Quasi-static tests were carried out to systematically evaluate the seismic behavior and internal force distribution of each specimen. Numerical validation was also performed using ABAQUS. The results show that both UHPC and a reasonable application of prestressing can effectively inhibit crack initiation and damage propagation at the joint seams. When the composite joints are positioned outside the plastic hinge region, they provide a reliable load transfer path for the reinforcement. The HCG and UCG joints significantly enhance the load-bearing capacity and energy dissipation capacity of the specimens. Their ductility and energy dissipation both achieve a seismic performance equivalent to that of the CIP specimen. Furthermore, damage in these specimens is predominantly confined to the designated plastic hinge region of the roof. This effectively mitigates shear damage in the roof–sidewall connection zone (RSC). Although the PCG joint improves the initial stiffness of the specimen, its energy dissipation capacity and ductility are reduced. It also causes damage to be transferred to the RSC. This leads to increased shear deformation and premature shear failure in this zone. Consequently, both UHPC and a reasonable application of prestressing can be used for the prefabrication of underground structures. Positioning the joints outside the roof plastic hinge zone can effectively achieve the seismic design goal of “strong joint, weak component”. Full article
Show Figures

Figure 1

Back to TopTop