materials-logo

Journal Browser

Journal Browser

Advanced Materials and Techniques for Reinforced Concrete

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

Deadline for manuscript submissions: closed (30 November 2023) | Viewed by 2024

Special Issue Editor


E-Mail Website
Guest Editor
L2MGC—Civil Engineering Mechanics and Materials Laboratory, CY Cergy-Paris University, 95031 Neuville-sur-Oise, France
Interests: mix-design and mechanics of construction materials; static and dynamic behavior of structures
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Infrastructure, the massive worldwide network of structures such as buildings, roads, and bridges, must meet both the social and economic demands of people.

The current state of these infrastructures is concerning since many of them show clear evidence of severe deterioration.

Retrofitting or strengthening treatments are necessary due to the multiple potential causes, which include material aging, corrosion, increased vehicle traffic, poor design, construction errors, or even a combination thereof. The benefits of fiber-reinforced polymers have made the repair and reinforcement of different structural components an efficient procedure and sometimes essential solution, particularly for damaged reinforced concrete beams that need to provide enough resistance and simplicity of maintenance.

This Special Issue aims to provide a base for the most recent research and findings on creative methods for strengthening and retrofitting reinforced concrete structures with new eco-friendly and sustainable materials. This Special Issue's topics include:

  • Composite materials for concrete repair.
  • Durability performance of FRP materials and products.
  • Durability and behavior of strengthened reinforced concrete.
  • Nonlinear modeling of reinforced concrete behavior.
  • Case studies.

Dr. George Wardeh
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
  • advanced repair materials
  • retrofitting
  • strengthening
  • damage
  • modeling
  • design codes

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.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

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

13 pages, 3881 KiB  
Article
Load Capacity of Screw Anchor Installed in Concrete Substrate Reinforced with Steel Fibers Depending on Fiber Content
by Kazimierz Konieczny, Daniel Dudek and Alfred Kukiełka
Materials 2024, 17(5), 1105; https://doi.org/10.3390/ma17051105 - 28 Feb 2024
Viewed by 1429
Abstract
Pull-out strength tests conducted on screw anchors in uncracked concrete substrates of the C25/30 class are presented in this article. The destructive force for anchor–concrete fasting was tested, and in the next step, the average pull-out strengths of screw anchors in concrete substrates [...] Read more.
Pull-out strength tests conducted on screw anchors in uncracked concrete substrates of the C25/30 class are presented in this article. The destructive force for anchor–concrete fasting was tested, and in the next step, the average pull-out strengths of screw anchors in concrete substrates with and without the addition of steel fiber were determined. Currently, the pull-out strengths of anchors in fiber-reinforced concrete substrates are defined as for unreinforced concrete substrates. Therefore, pull-out tests were performed for screw anchors in fiber-reinforced concrete substrates. Fiber contents of 10, 20, 30, and 50 kg/m3 were used. An increase in the load capacity of screw anchors in a fiber-reinforced concrete substrate was demonstrated in a pull-out test compared to base samples without fibers. The coefficient related to the actual fastening behavior of a screw anchor in the fiber-reinforced concrete substrate was determined. It was assumed that a coefficient of 13.10 should be adopted. This was the lowest value obtained for the load capacity in this study for screw anchors in a fiber-reinforced concrete substrate. Full article
(This article belongs to the Special Issue Advanced Materials and Techniques for Reinforced Concrete)
Show Figures

Figure 1

Back to TopTop