|
|
|
Seyed Fathollah Sajedi, Iman Saffarian, Masoud Pourbaba and Jung Heum Yeon
This paper presents experimental and theoretical assessments of the structural behavior of circular steel fiber-reinforced concrete (SFRC) columns reinforced with glass fiber-reinforced polymer (GFRP) bars subjected to a concentric axial compressive load...
ver más
|
|
|
|
|
|
|
Kamyar B. Shahrbijari, Joaquim A. O. Barros and Isabel B. Valente
This article explores the application of the global resistance methods (GRMs) on the design of hybrid glass fiber-reinforced polymer (GFRP) and steel fiber-reinforced concrete (SFRC) beams. Addressing challenges posed by GFRP-reinforced beams, this study...
ver más
|
|
|
|
|
|
|
Satheeskumar Navaratnam, Deighton Widdowfield Small, Marco Corradi, Perampalam Gatheeshgar, Keerthan Poologanathan and Craig Higgins
Timber structural members have been widely adopted and used in construction due to their inherent characteristics. The main objective of this work is to assess the performance of timber beams with GFRP pultruded beam reinforcement subjected to flexure. A...
ver más
|
|
|
|
|
|
|
Mourad Khelifa, Amar Khennane and Marc Oudjene
The rehabilitation of steel structures with Fibre Reinforced Polymers (FRP?s) may appear less effective because they can be bolted or welded with steel plates that display the same mechanical properties. However, this technique has some unwanted conseque...
ver más
|
|
|
|
|
|
|
Basem O. Rageh, Mahmoud A. El-Mandouh, Ahmed H. Elmasry and Mohammed M. Attia
Two unique approaches were proposed to strengthen the bond between the glass fiber reinforcement polymer (GFRP) and the RC concrete surfaces. The two bonding materials are epoxy (EP) and geopolymer (GPP) with different ratios of short glass fibers (SGF)....
ver más
|
|
|
|
|
|
|
Hiep Dang Vu, Duy Nguyen Phan
Pág. 222 - 234
This study aims at experimentally and theoretically investigating the cracking moment (Mcrc) of hybrid Fiber Reinforced Polymer (FRP)/steel Reinforced Concrete (RC) beams. Six hybrid Glass FRP (GFRP)/steel and three GFRP RC beams with various GFRP and st...
ver más
|
|
|
|
|
|
|
Nikola Ba?a, Nata?a Kopitovic Vukovic, Mladen Ulicevic and Mladen Muhadinovic
Fiber-reinforced polymers (FRP) are commonly used as internal reinforcement in RC structures in aggressive environments. The design of concrete elements reinforced with FRP bars is usually ruled by serviceability criteria rather than the ultimate limit s...
ver más
|
|
|
|
|
|
|
Alvaro Ruiz Emparanza, Francisco De Caso Y Basalo, Raphael Kampmann and Itziar Adarraga Usabiaga
Increased traffic in combination with growing environmental impacts have led to the accelerated degradation of built infrastructure. In reinforced concrete structures, the corrosion of steel reinforcement is the predominant cause of deterioration. Thus, ...
ver más
|
|
|
|
|
|
|
Muhammad Umair Saleem,Nauman Khurram,Muhammad Nasir Amin,Kaffayatullah Khan
Pág. 383 - 400
Current research work is aimed to numerically simulate the failure behavior of Fiber Reinforced Polymer (FRP) strengthened reinforced concrete beams having different FRP reinforcement ratios. Required objectives are achieved by performing a series of ben...
ver más
|
|
|
|