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Durability and Sustainability of Concrete Materials and Reinforced Concrete Structures

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: closed (15 September 2022) | Viewed by 5052

Special Issue Editors


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Guest Editor
DICCA - Department of Civil, Chemical and Environmental Engineering, Polytechnic School, University of Genoa, via Montallegro 1, 16145 Genova, Italy
Interests: materials characterization; structural identification; masonry bridges; fracture mechanics; rehabilitation of structures; history of structural mechanics; in situ testing of r.c. materials; structural monitoring

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Guest Editor
Department of Civil Engineering, Faculty of Engineering and Information Technology, University of Pécs, 7624 Pécs Boszorkány u. 2., Hungary
Interests: condition assessment; diagnostics and strengthening of masonry arch bridges and concrete structures; non-destructive testing and monitoring of structures; structural safety of historical structures

Special Issue Information

Dear Colleagues,

For 50 years, from the pioneering times of around WWI up to the 1960s, new generations of engineers have been taught that reinforced concrete was a kind of “artificial stone” intended to last forever. In some academies, professors used to say that an r.c. structure had to be considered as a small Colosseum, lasting for thousands of years.

The experience of the next 60 years not only demonstrated the inconsistency of this approach, but also showed that the degradation of the material is much faster than predicted and almost no structure is free from material and structural degradation, largely due to the poor quality concrete used in those years.

Due to the events of recent years, attention is now focused on the safety of the infrastructural system, mainly prestressed bridges and tunnels. Nevertheless, the other r.c. structures, such as industrial facilities and the residential building stock also suffer from structural damage due to both degradation of the materials and creep deformation. This puts the engineer in front of two main objects of interest: i) structures that cannot be economically retrofitted; ii) a huge stock of structures needing medium-to-severe maintenance work.

The experience of recent decades makes engineers to face two main issues: i) how to avoid the mistakes of the past and correct them (if they can be corrected); ii) how to follow a sustainable approach. The latter issue has several paths: use of materials with a low carbon footprint, minimizing the retrofitting works, comparing the environmental impact of heavy retrofitting works with the impact of rebuilding them.

The scope of the Special Issue is the collection of the current European experience with these themes both from the theoretical perspective and through discussion of several case studies. Case studies are greatly encouraged since one of the aims of this Special Issue is to spread the latest results of scientific research in the professional field

Prof. Dr. Antonio  Brencich
Prof. Dr. Zoltan Orban
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. Sustainability 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

  • concrete
  • durability
  • degradation
  • structural safety
  • prestressed beams
  • bridges
  • buildings
  • new materials
  • retrofitting
  • strengthening
  • recycled aggregates
  • carbon footprint

Published Papers (3 papers)

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Research

24 pages, 13367 KiB  
Article
Durability Assessment Method of Hollow Thin-Walled Bridge Piers under Rockfall Impact Based on Damage Response Surface
by Fei Li, Yikang Liu and Jian Yang
Sustainability 2022, 14(19), 12196; https://0-doi-org.brum.beds.ac.uk/10.3390/su141912196 - 26 Sep 2022
Cited by 5 | Viewed by 1295
Abstract
Continuous rigid-frame bridges across valleys are often at risk of rockfalls caused by heavy rainfalls, earthquakes, and debris flow in a mountainous environment. Hollow thin-walled bridge piers (HTWBP) in valleys are exposed to the threat of impact from accidental rockfalls. In the current [...] Read more.
Continuous rigid-frame bridges across valleys are often at risk of rockfalls caused by heavy rainfalls, earthquakes, and debris flow in a mountainous environment. Hollow thin-walled bridge piers (HTWBP) in valleys are exposed to the threat of impact from accidental rockfalls. In the current research, ANSYS/LS-DYNA is used to establish a high-precision rockfall-HTWBP model. The rockfall-HTWBP model is verified against a scaled impact test performed in previously published research. A mesh independence test is also performed to obtain an appropriate mesh size. Based on the rockfall-HTWBP model, the impact force, damage, and dynamic response characteristics of HTWBP under a rockfall impact are studied. In addition, a damage assessment criterion is proposed, based on the response surface model, combined with the central composite design method and Box–Behnken design method. The main conclusions are as follows: (1) the impact force of the rockfall has a substantial impulse characteristic, and the duration of the impulse load is approximately 0.01 s. (2) The impacted surface of the pier is dominated by the final elliptic damage, with conical and strip damage areas as the symmetry axis. The cross-sectional damage mode is from compression failure in the impact area and shear failure at the corner. (3) The maximum displacement occurs in the middle height of the pier. The maximum displacement increases with impact height, impact velocity, and rockfall diameter and decreases with the uniaxial compressive strength of the concrete. (4) The initial impact velocity and diameter of the rockfall are the most significant parameters affecting the damage indices. In addition, a damage assessment method, with a damage zoning diagram based on the response surface method, is established for the fast assessment of the damage level of impacted HTWBP. Full article
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22 pages, 2051 KiB  
Article
Evaluation of Hydraulic-Tunnel-Lining Durability Based on ANP and Cloud-Model-Improved Matter–Element Theory
by Qingfu Li and Chuangshi Fan
Sustainability 2022, 14(19), 11801; https://0-doi-org.brum.beds.ac.uk/10.3390/su141911801 - 20 Sep 2022
Cited by 5 | Viewed by 1212
Abstract
Compared with highway tunnels, hydraulic tunnel linings are in the water environment for a long time, and their lining materials and structures are more vulnerable to damage. Therefore, a comprehensive scientific durability evaluation of hydraulic tunnel linings is of great significance for the [...] Read more.
Compared with highway tunnels, hydraulic tunnel linings are in the water environment for a long time, and their lining materials and structures are more vulnerable to damage. Therefore, a comprehensive scientific durability evaluation of hydraulic tunnel linings is of great significance for the safe operation and daily maintenance of hydraulic tunnels. This paper proposes a new method for evaluating the durability of hydraulic tunnel linings. The paper first constructs a hydraulic tunnel concrete lining durability evaluation system, taking into account the feedback between the indices, and using the analytic network process (ANP) to calculate the weights of each index, as well as multiple-expert scoring to reduce its one-sidedness and subjectivity. Considering the randomness and fuzzy nature of the evaluation, the cloud model was used to modify the matter–element theory to evaluate the durability of the hydraulic tunnel lining. Finally, an example application was carried out, and the durability classes of five segments of the Nawei Tunnel were calculated as III, II, II, II, and III. The results were compared with the evaluation results of the method in the related literature, which proved that the method has good accuracy in evaluating the durability of hydraulic tunnel linings. Full article
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15 pages, 4785 KiB  
Article
Experimental Investigation of Recycled Fine Aggregate from Demolition Waste in Concrete
by Sami W. Tabsh and Yazan Alhoubi
Sustainability 2022, 14(17), 10787; https://0-doi-org.brum.beds.ac.uk/10.3390/su141710787 - 30 Aug 2022
Cited by 2 | Viewed by 1874
Abstract
In this study, locally produced recycled fine aggregate from concrete demolition waste was investigated for potential replacement of sand in new concrete mixes. Tests for the waste material included visual examination, chemical composition, grain size distribution, specific gravity, and fineness modulus. Tests on [...] Read more.
In this study, locally produced recycled fine aggregate from concrete demolition waste was investigated for potential replacement of sand in new concrete mixes. Tests for the waste material included visual examination, chemical composition, grain size distribution, specific gravity, and fineness modulus. Tests on the incorporated recycled fine aggregate in new concrete mixes involved tests of the hardened plain concrete product. In total, eight concrete mixes were considered, of which four had low cement content with 30 MPa target strength, and the other four had high cement content with 55 MPa target strength. For each cement content, the four concrete mixes incorporated fine aggregate replacement ratios of 0% (control), 25%, 50%, and 100%. The hardened concrete tests involved cubes, cylinders, and prisms. The tests addressed compressive strength, tensile strength, and modulus of rupture in accordance with the relevant ASTM standards. In all cases, the average of two tested samples at the age of 28 days was considered. Results of the study showed that the recycled fine aggregate has some cementitious properties, which is capable of hardening when mixed with water and left to dry, even without adding cement from exterior sources. All tested concrete specimens made with recycled fine aggregate exhibited compressive and tensile strengths at least equal to 75% that of the control specimens that contained natural fine aggregate. However, for concrete mixes utilizing low cement content that can yield a compressive strength around 30 MPa with natural aggregate, replacement of 25% or 100% of the natural fine aggregate by weight with locally produced recycled fine aggregate from crushed old concrete can match and often exceeds the compressive and tensile strength of concrete made with virgin aggregate. Full article
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