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Concrete Durability: Deterioration Mechanisms, Prediction and Rehabilitation (2nd Edition)

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

Deadline for manuscript submissions: 20 June 2024 | Viewed by 115

Special Issue Editor


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Guest Editor
State Key Laboratory of Ocean Engineering, School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
Interests: concrete durability; civil engineering materials; structural engineering; computational materials science; deterioration mechanism of concrete; transport in porous media; microstructures of cementitious materials; numerical modelling; electrochemical rehabilitation; sustainable construction materials
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Special Issue Information

Dear Colleagues,

Concrete is the most widely used man-made material in the modern construction industry. However, the service life of concrete constructions has been seriously shortened due to various durability problems, particularly when serving in non-ideal environment and subjected to internal/external attacks, such as chloride penetration, rebar corrosion, carbonation, freeze-thaw, alkali aggregate reactions, sulphate attack, calcium leaching, creep and fatigue damage, etc. The durability properties are difficult to predict or control due to the heterogeneous natures and complex microstructures of cement-based materials. Therefore, it is extremely significant to better understand the mechanisms during the deterioration processes and then to reliably enhance the long-term performance of concrete in practice.

This Special Issue aims to present new findings on mechanism studies in the subject area and to bring innovative solutions for prediction and protection/rehabilitation of concrete durability. Contributions by using modelling approaches and experimental techniques are both welcome. Work based on a more precise description of concrete/cement at meso-, micro- or nanoscales is of particular interest.

Potential topics include but are not limited to the following:

  • Deterioration mechanisms of concrete;
  • Microstructures of cementitious materials;
  • Prediction of degradation process;
  • Prediction of durability properties;
  • Numerical modelling and investigation;
  • Long-term performance of concrete structures;
  • Strengthening, protection and rehabilitation.

Prof. Dr. Qingfeng Liu
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. 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

  • chloride
  • corrosion
  • carbonation
  • freeze–thaw
  • alkali aggregate reactions
  • sulfate attack
  • leaching
  • cracking
  • creep
  • fatigue loading

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