Results 91 to 100 of about 6,397,016 (197)

Punching Strengthening of Concrete Slab-column Connections Using Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) Bars

open access: yesJournal of Engineering Research and Reports, 2020
This paper investigates experimentally the effect of near surface mounted (NSM) carbon fiber reinforcement polymer (CFRP) bars as externally strengthening on the punching shear behavior of interior slab-column connections. Many researchers used NSM as a novel strengthening technique in various structural elements.
openaire   +2 more sources

Strengthening rectangular beams with NSM steel bars and externally bonded GFRP [PDF]

open access: yes
Master of ScienceDepartment of Civil EngineeringHayder A. RasheedThe technology of FRP strengthening has matured to a great extent. However, there is always room for performance improvements.
Wuertz, Augustine F.
core  

AN INVESTIGATION INTO GEOPOLYMER ADHESIVE AS A VIABLE SUSTAINABLE MATERIAL FOR NSM STRENGTHENING OF RC BEAMS IN SHEAR

open access: yesMağallaẗ Al-kūfaẗ Al-handasiyyaẗ
This paper aims to investigate the performance of geopolymer adhesive (GPA) as a substitute for epoxy in the near-surface-mounted (NSM) technique to enhance the shear strength of reinforced concrete (RC) beams. Seven RC beams of 1200 mm in length, 120 mm
Dhiyaa J. Kadhim, Ali K. Al-Asadi
doaj   +1 more source

Behavior of Cantilever RC Beam Support Strengthened with Near-Surface-Mounted FRP Bars

open access: yes, 2011
Several parameters, including typical loads, deflection, strains of steel bar and fiber- reinforced-polymer(FRP) bar under different sustained loading, were studied.
Xing Guo Wang   +3 more
core   +1 more source

Flexural Strengthening of Reinforced Concrete Beams by Different FRP Products Using Near-Surface Mounted Technique

open access: yesCivil and Environmental Engineering
An experimental study was performed on reinforced concrete (RC) beams enhanced in flexural capacity using the Near Surface Mounted Fiber Reinforced Polymers (NSM-FRPs) method.
Bdair Najwan S. H., Alwash Nameer A. H.
doaj   +1 more source

Enhancing load capacity of reinforced concrete columns using high strength concrete and fiber reinforcement

open access: yesSustainable Engineering and Innovation
Strengthening of structural elements is sometimes necessary for architectural purposes to withstand additional loads without cross-section enlargement.
Shaima Sabri Ali   +3 more
doaj   +1 more source

Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars [PDF]

open access: yes, 2020
Near surface mounted (NSM) technique is an emerging technique for increasing the strength of reinforced concrete (RC) members. It is applied to strengthen or repair RC members.
Shadhar, Mohanad Hatem
core  

Strengthening of RC Members Using Near-Surface Mounted FRP Composites: Design Overview

open access: yes, 2004
Strengthening of reinforced and prestressed concrete (RC and PC) members using externally bonded FRP laminates is today a well-accepted technology that is becoming popular among designers and contractors.
NANNI, ANTONIO   +2 more
core   +1 more source

Performance of Rubberized RC Beams Flexural-Strengthened Using Near-Surface Mounted Systems

open access: yesInternational Journal of Concrete Structures and Materials
This research investigates the flexural performance of strengthened rubberized concrete beams via bottom, side, and hybrid near-surface mounted (NSM) approaches using GFRP/steel rebars. Eleven strengthened specimens, alongside one control, were subjected
Mohamed Emara   +3 more
doaj   +1 more source

Calculation of Flexural Capacity of Steel Reinforced Concrete Beams Strengthened with Near-Surface Mounted CFRP Rods

open access: yes, 2011
Based on earlier theoretical works on RC beams ,the mechanical properties of steel reinforced concrete beams strengthened with NSM (near-surface mounted) CFRP (Carbon fiber reinforce polymer) rods are further investigated theoretically including theirs ...
Wei Hua Chen, Mei Qin Wu
core   +1 more source

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