|
|
|
|
|
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
|
|
|
|
|
|
|
|
|
|
|
Rajeev Devaraj, Ayodele Olofinjana and Christophe Gerber
It is becoming accepted that glass-fibre-reinforced polymer (GFRP) is a credible and effective replacement for steel in reinforced concrete (RC) to meet structural requirements whilst addressing durability concerns posed by steel over the long term. A be...
ver más
|
|
|
|
|
|
|
|
|
|
|
Sajjad Sayyar Roudsari, Liviu Marian Ungureanu, Soheil Soroushnia, Taher Abu-Lebdeh and Florian Ion Tiberiu Petrescu
The ductility and strength of reinforced concrete (RC) columns could be noticeably improved by replacing steel bars with polymeric bars. Despite the previous research on RC columns, most of those studies focused only on the lateral load capacity of this ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ahmed Khalil, Mohamed Elkafrawy, Wael Abuzaid, Rami Hawileh and Mohammad AlHamaydeh
The iron-based shape memory alloy (Fe-SMA) has promising applications in strengthening and repairing aged steel-reinforced concrete structural elements. Fe-SMA bars can produce pre-stressing forces on reinforced concrete members by activating their shape...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jusung Kim, Sumi Jeong, Hojin Kim, Youngjin Kim and Sungyu Park
Reinforced concrete is the most commonly used material in the construction industry. However, one disadvantage of reinforced concrete is that environmental factors cause materials to penetrate the concrete and cause steel bar corrosion. Rebar corrosion i...
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
|
|
|
|
|
|