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Analysis and Performance of Reinforced Concrete Structures
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Analysis and Performance of Reinforced Concrete Structures

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 2710

Special Issue Editor

Prof. Dr. Yongxing Zhang

E-Mail Website
Guest Editor
School of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China
Interests: concrete structure; strain hardening cementitious composites; strengthening; refined numerical analysis; tunnel concrete lining; underground structure
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

It is my pleasure to announce this Special Issue of Materials, entitled “Analysis and Performance of Reinforced Concrete Structures.” which will focus on analysis and performance of reinforced concrete structures. As we all know, reinforced concrete structures, built for meeting the various functional requirements in engineering construction, have wide use in civil engineering. More recently, the performance of reinforced concrete structures and that of ultra-high-performance concrete (UHPC) in extreme condition have undergone intensive investigation and aroused great interest among researchers. Studies have tended to target application in harsh environments, which has significantly advanced our understanding of reinforced concrete structures.

This Special Issue aims to provide a platform for the analysis and discussion of the performance of reinforced concrete structures used in all the areas of civil engineering. This  includes not only building engineering, but also transport infrastructure and special engineering.

Prof. Dr. Yongxing Zhang
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

  • reinforced concrete structures
  • UHPC structure
  • analysis
  • performance
  • building engineering
  • infrastructure engineering
  • underground engineering
  • special engineering

Published Papers (3 papers)

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Research

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22 pages, 8980 KiB  
Article
Experimental and Analytical Investigation of Self-Centering Precast Composite Walls with Sloped Plane Friction Dampers
by Wei Huang, Zhenhui Fan, Kang Liu, Gaoxing Hu, Xinwei Miao, Yujiao Sun and Gang Liu
Materials 2024, 17(6), 1319; https://doi.org/10.3390/ma17061319 - 13 Mar 2024
Viewed by 430
Abstract
To reduce the damage to reinforced concrete shear walls in earthquakes and repair costs, a self-centering wall with sloped plane friction dampers (SPFDs) is proposed. In addition to the SPFDs, the proposed wall includes a precast composite wall, steel wall toes, and post-tensioned [...] Read more.
To reduce the damage to reinforced concrete shear walls in earthquakes and repair costs, a self-centering wall with sloped plane friction dampers (SPFDs) is proposed. In addition to the SPFDs, the proposed wall includes a precast composite wall, steel wall toes, and post-tensioned (PT) tendons. The steel wall toes embedded in the base of the precast wall were used to improve its strength, and the SPFDs installed in the steel toes were used to increase its energy dissipation capacity. To investigate the effect of the initial PT force and prestressing clamping force of the friction bolt on the seismic performance of the wall, quasistatic cyclic loading tests were carried out on three precast wall specimens. The damage to the self-centering walls was slight, the residual drift was small, and the energy dissipation met the specification requirements. The wall with the greater initial PT force showed higher self-centering and bearing capacity, and the wall with higher prestressing clamping forces showed greater energy dissipation capacity. Additionally, a calculation method for the bearing capacity of the precast wall, which was verified by comparison with the test results, is suggested. Full article
(This article belongs to the Special Issue Analysis and Performance of Reinforced Concrete Structures)
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13 pages, 4744 KiB  
Article
Performance of Single-Layer Lining Using Shotcrete and Reinforcement Ribs Employed for Supporting Large-Span Tunnel
by Zijian Li, Pinxin Diao, Weihua Lu and Yongxing Zhang
Materials 2023, 16(24), 7590; https://doi.org/10.3390/ma16247590 - 11 Dec 2023
Viewed by 900
Abstract
Single-layer tunnel lining using shotcrete has the significant advantages of reducing the tunnel excavation volume and saving construction materials, which has been gradually applied in tunnel construction. The high-performance concretes are generally adopted in single-layer tunnel lining for enhancing the bearing capacity of [...] Read more.
Single-layer tunnel lining using shotcrete has the significant advantages of reducing the tunnel excavation volume and saving construction materials, which has been gradually applied in tunnel construction. The high-performance concretes are generally adopted in single-layer tunnel lining for enhancing the bearing capacity of the tunnel lining, whereas the single-layer tunnel lining may still induce damages due to the adverse conditions such as shallow buried depth of the tunnel, and further study related to its application condition is thus required. This paper presents a study of the single-layer tunnel lining with shotcrete employed for supporting the large-span tunnel, in which the reinforcement ribs are also adopted in the single-layer lining for improving the lining stiffness and strength. The study is implemented using numerical simulation, focusing on the safety and performance variation of the single-layer tunnel lining influenced from the varied lining thicknesses and shallow buried depths of the tunnel. The results shows that the single-layer tunnel lining has the obvious advantage of toughness in significantly absorbing large deformation of surrounding rocks and improving the ability to resist lining cracking. The results also demonstrate that the single-layer tunnel lining with shotcrete and reinforcement ribs can safely support the large-span tunnel, in which the stability and safety of the large-span tunnel are confirmed from both the tunnel deformation and lining stresses. Moreover, the factors related to both the lining thickness and shallow buried depth of the tunnel have great influence on the single-layer tunnel lining with shotcrete and reinforcement ribs, in which the insufficient lining thickness and excessive shallow buried depth of the tunnel can induce the damages of the single-layer tunnel lining due to shotcrete stresses exceeding its strength. This study provides some references of employing the single-layer tunnel lining with shotcrete and reinforcement ribs for supporting large-span tunnel. Full article
(This article belongs to the Special Issue Analysis and Performance of Reinforced Concrete Structures)
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Review

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12 pages, 4937 KiB  
Review
Performance Review of Strain-Hardening Cementitious Composites in Structural Applications
by Bingshuang Xue, Binbin Xu, Weihua Lu and Yongxing Zhang
Materials 2023, 16(15), 5474; https://doi.org/10.3390/ma16155474 - 04 Aug 2023
Viewed by 803
Abstract
Strain-hardening cementitious composites (SHCC) are an attractive construction material with obvious advantages of large strain capacity and high strength, as well as excellent workability and easy processing using conventional equipment. Moreover, SHCC can be designed with varied mix proportions in order to satisfy [...] Read more.
Strain-hardening cementitious composites (SHCC) are an attractive construction material with obvious advantages of large strain capacity and high strength, as well as excellent workability and easy processing using conventional equipment. Moreover, SHCC can be designed with varied mix proportions in order to satisfy various requirements and expectations to overcome the shortages of existing construction materials. However, the behavior of SHCC in the structural application is varied from that of SHCC material, which is reviewed and presented in this paper, focusing on the flexural and shear behavior of the SHCC member and the SHCC layer used for strengthening reinforced concrete (RC). The reviewed results demonstrate that both the zero-span tensile behavior of the stress concentration and the uniaxial tensile behavior of the bending effect can influence the crack propagation patterns of multiple fine cracks in the SHCC strengthening layer, in which the crack distribution within the SHCC layer is limited near the existing crack in the RC substrate member in the zero-span tensile behavior. Moreover, the crack propagation patterns of the SHCC strengthening layer are changed with varied layer thicknesses, and the SHCC strengthening layer, even with a small thickness, can significantly increase the shear load carrying capacity of the shear strengthened RC member. This work provides the foundations for promoting SHCC material in the structural application of repairing or retrofitting concrete structures. Full article
(This article belongs to the Special Issue Analysis and Performance of Reinforced Concrete Structures)
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