Zobrazeno 1 - 10
of 1 205
pro vyhledávání: '"near-surface mounted"'
Publikováno v:
International Journal of Building Pathology and Adaptation, 2022, Vol. 42, Issue 6, pp. 1304-1327.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJBPA-01-2022-0014
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-16 (2024)
Abstract Shear strengthening of reinforced concrete beams using near-surface mounting (NSM) method with fiber-reinforced polymer (FRP) strips is more effective because of improved bond strength, better fire resistance and high maintainability. Howeve
Externí odkaz:
https://doaj.org/article/a497c157c0404241bf74e1f1161a650c
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 8, Iss 4, Pp 1-26 (2024)
In recent years, there has been a notable increase in the application of near-surface mounted fiber-reinforced polymer (FRP) reinforcement in reinforced concrete structures. Nevertheless, there is a discernible disparity in the accessibility of accur
Externí odkaz:
https://doaj.org/article/1257f50112ba4dcdac1dae6371750085
Publikováno v:
International Journal of Structural Integrity, 2024, Vol. 15, Issue 5, pp. 993-1011.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJSI-11-2023-0124
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-19 (2024)
Abstract This study aimed to address the critical issue of age deterioration in prestressed concrete (PSC) structures by investigating the strengthening of aged PSC structures using a near-surface mounted (NSM) post-tensioned carbon fiber-reinforced
Externí odkaz:
https://doaj.org/article/f95f53fdb0294c14841f0dcdf656bf7a
Autor:
Huda Basim kitab, Muhammad Abed Attiya
Publikováno v:
Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ, Vol 15, Iss 3, Pp 1-20 (2024)
In this research, thirteen specimens of reinforced concrete continuous deep beams were cast and tested. One was the main reference without openings, three were a reference for each style depending on the arrangement of the openings, while the other n
Externí odkaz:
https://doaj.org/article/8cab4ad52cff43e2b920d3bc23a673fc
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-28 (2024)
Abstract An experimental study on reinforced concrete one-way slabs strengthened by various methods and materials is introduced in this paper. Innovative anchorage procedures are presented and evaluated to prevent the strengthening elements with FRP
Externí odkaz:
https://doaj.org/article/d83da8d9ff0e4db8b35a19bff6ad6167
Autor:
Moataz Badawi, Alireza Bahrami, Mohamed Ghalla, Mohamed Emara, Ehab A. Mlybari, Galal Elsamak
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 102869- (2024)
Structural systems often undergo changes due to variations in the usage, the loading conditions, or the presence of defects in their elements. The problem can be exacerbated when there is insufficient overlap between reinforcing bars in critical mome
Externí odkaz:
https://doaj.org/article/9d4b781f9aef44749d7a61c8e68c4a36
Autor:
Faisal Mukhtar, Maan Lardhi
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03468- (2024)
Given the rise in sustainable use of recycled aggregate concrete (RAC) in new construction, weaker properties may compromise the integrity of structural components, including the slab-column connections. Low-strength concrete can be encountered, not
Externí odkaz:
https://doaj.org/article/9a592a7ddab84ec2b7e9809ae754179b
Publikováno v:
Ain Shams Engineering Journal, Vol 15, Iss 11, Pp 103017- (2024)
The aim of this study is to evaluate the effectiveness of various innovative and sustainable methods for improving the shear performance of reinforced concrete (RC) beams. The potential risk of failure for such elements is considered a potential thre
Externí odkaz:
https://doaj.org/article/163f002c19834267aaaaec8c3a2a7965