Results 61 to 70 of about 2,573 (227)
Journal of Engineering, Volume 2025, Issue 1, 2025.This work examines the performance of no web reinforced concrete beams with novel spliced longitudinal steel bars and enhanced by wrapped CFRP sheet subjected to pure torque. The spliced bars were of insufficient length to show the substandard state and were treated with a new method of enhancing the splice region by wrapping CFRP sheet transversely ...
Ziadoon M. Ali +2 more
wiley +1 more source
Enhancements in Performance and Manufacturing Efficiencies of GFRP Rebar
Journal of the Korea institute for structural maintenance and inspection, 2012 Fiber reinforced polymer (FRP) reinforcing rebar with non-corrosive property is suggested as an alternative replacement to steel reinforcing rebar due to its enhanced durability and non-corrosive characteristics. Currently, a limited number of glass fiber reinforced polymer rebar (GFRP) are sold commercially due to their high cost, relatively low ...
Young Jun You +3 more
openaire +2 more sources
Experimental study on flexural behaviour of inorganic polymer concrete beams reinforced with basalt rebar [PDF]
, 2016 Corrosion of reinforcing steel and the severe degradation of mechanical properties with temperature and fire conditions are the weakest points of steel-reinforced concrete structures and fibre reinforced polymer (FRP) system, respectively. In this paper,
Fan, X, Zhang, M
core +1 more source
Modelling and Simulation in Engineering, Volume 2025, Issue 1, 2025.A numerical finite element analysis has been investigated in this paper to examine the performance of strengthened reinforced concrete (RC) columns with near‐surface mounted (NSM) fiber‐reinforced polymer (FRP) and steel bars under static and repeated loads using the finite element software ABAQUS/Standard.
Nibras Atiaa Al-Shimarry, Marco Bonopera
wiley +1 more source
Performance of lightweight granulated glass concrete beams reinforced with basalt FRP bars [PDF]
, 2019 This paper presents an investigation into the flexural behaviour of basalt FRP reinforced concrete beams through experimental and analytical methods.
Fom, Pam +6 more
core +2 more sources
Numerical simulation of the bond behavior of mineral‐impregnated carbon‐fiber reinforcement
Structural Concrete, Volume 25, Issue 4, Page 2447-2464, August 2024.Abstract The bond behavior between reinforcement and concrete has a significant influence on the load‐bearing behavior and serviceability of the composite material. This paper focuses on the characterization of the bond behavior between fine‐grained concrete and mineral‐impregnated carbon‐fiber reinforcement.
Kai Zernsdorf +3 more
wiley +1 more source
Developing people capabilities for the promotion of sustainability in facility management practices [PDF]
, 2015 Sustainability is becoming an integral part of the life-cycle development of built facilities. It is increasingly highlighted during the post construction phase, as facility management personnel can have major influence to the sustainability agenda
Sarpin, Norliana
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Fiberglass Grids as Sustainable Reinforcement of Historic Masonry [PDF]
, 2016 Fiber-reinforced composite (FRP) materials have gained an increasing success, mostly for strengthening, retrofitting and repair of existing historic masonry structures and may cause a significant enhancement of the mechanical properties of the reinforced
Borri, Antonio +3 more
core +2 more sources
The Arousa Island bridge. Complete refurbishment and 10 years analysis description
Structural Concrete, Volume 25, Issue 3, Page 1554-1570, June 2024.Abstract The Isla de Arousa Bridge, 1980 m long, is the only road access to Isla de Arousa. Built in 1985, this single‐cell box girder divided into 40 spans runs entirely over the sea. In response to corrosion damage, the local government decided to make an intervention with an ambitious repair project in 2009.
José Antonio Becerra‐Mosquera +2 more
wiley +1 more source
Structural Concrete, Volume 25, Issue 2, Page 1105-1128, April 2024.Abstract This paper presents the findings of a large‐scale experimental study that focus on assessing structural behavior of reinforced concrete (RC) cantilever slabs with carbon/epoxy fiber‐reinforced polymer (CFRP) composite strips using a near‐surface‐mounted (NSM) approach.
Ayman S. Mosallam +5 more
wiley +1 more source