18   Artículos

 
en línea
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
Revista: Buildings    Formato: Electrónico

 
en línea
Hongmei Zhang, Zizhao Tang, Yuanfeng Duan and Zhiyuan Chen    
Shear walls are important vertical and lateral bearing element in structures. While shear walls with openings are fragile due to stress concentration and the quasi-brittle behavior of concrete in tension. Therefore, additional strengthening rebars are re... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
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
Revista: Buildings    Formato: Electrónico

 
en línea
Inkyu Rhee    
The shear failure of a reinforced concrete member is a sudden diagonal tension failure; flexible failure is gradual, associated with significant cracks, and leads to extensive sagging. Therefore, reinforced shear rebars are commonly used to ensure that f... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Zhou Lin, Hongmei Zhang, Giorgio Monti and Chiara Castoro    
Shear walls are commonly adopted as main structural members to resist vertical and lateral forces, thanks to their high load capacity and high lateral stiffness. However, their lateral capacity can be impaired in the presence of openings, which can reduc... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Carlos Alberto Benedetty, Ingrid R. Irreño, Juan J. Martinez, Luiz C. Almeida, Leandro M. Trautwein, Pablo A. Krahl     Pág. 717 - 736
Revista: Revista de la Construcción    Formato: Electrónico

 
en línea
Jong-Han Lee, Eunsoo Choi and Baik-Soon Cho    
Concrete edge failure of a single anchor in concrete is strongly dependent on the tensile performance of the concrete, which can be greatly improved by the addition of steel fibers. This study investigated the effect of steel fibers on the shear failure ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Pedro José Zevallos Turriaga,Adriana Jiménez Pérez     Pág. 30 - 35
Although, most researchers and scholars agree on the properties of steel fibers reinforced concrete, as a composite material in comparison to various structural reinforcements, there are different perspectives regarding the behavior of this material subj... ver más
Revista: Building & Management    Formato: Electrónico

 
en línea
Oladimeji B. Olalusi and Panagiotis Spyridis    
Shear failure is a brittle and undesirable mode of failure in reinforced concrete structures. Many of the existing shear design equations for steel fiber reinforced concrete (SFRC) beams include significant uncertainty due to the failure in accurately pr... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Constantia Achilleos, Diofantos Hadjimitsis, Kyriacos Neocleous, Kypros Pilakoutas, Pavlos O. Neophytou and Stelios Kallis    
Steel fibre reinforced concrete (SFRC) is a construction material investigated for more than 40 years including for pavement applications. A number of studies have demonstrated the technical merits of SFRC pavements over conventional concrete pavements; ... ver más
Revista: Sustainability    Formato: Electrónico

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