scholarly journals Erratum for “Double Edge Wedge Splitting Test to Characterize the Design Postcracking Parameters of Fiber-Reinforced Concrete Subjected to High Temperatures” by Ramoel Serafini, Ronney R. Agra, Renan P. Salvador, Albert de la Fuente, and Antonio D. de Figueiredo

2021 ◽  
Vol 33 (12) ◽  
pp. 08221005
Author(s):  
Ramoel Serafini ◽  
Ronney R. Agra ◽  
Renan P. Salvador ◽  
Albert de la Fuente ◽  
Antonio D. de Figueiredo
Keyword(s):  
Reinforced Concrete ◽  
High Temperatures ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Double Edge ◽  
Wedge Splitting Test ◽  
Splitting Test ◽  
Wedge Splitting

scholarly journals TENSILE BEHAVIOUR OF ULTRA-HIGH-PERFORMANCE STEEL FIBER REINFORCED CONCRETE

2020 ◽  
Author(s):  
Yuechen Yang ◽  
Mohammed Ismail ◽  
Stavroula Pantazopoulou ◽  
Dan Palermo
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Steel Fiber ◽  
Fiber Reinforced Concrete ◽  
Bending Test ◽  
Tensile Behaviour ◽  
Fiber Reinforced ◽  
Steel Fiber Reinforced Concrete ◽  
Splitting Test ◽  
High Performance Steel

Recent developments in the area of Ultra-High-Performance Steel Fiber Reinforced Concrete (UHP-SFRC) enables reduction in steel reinforcement, and has led to enhanced ductility and toughness of structural components owing to its resilient tensile behaviour. This paper presents the results of an experimental study conducted to investigate the tensile behaviour of UHP-SFRC. Four commercial mixes and two in-house mixes were evaluated using the procedures prescribed in the 2018 edition of Annex 8.1 of CSA-S6. Tensile strength of UHP-SFRC was quantified and correlated through the direct tension test, splitting test, inverse analysis of four-point bending test using either code expressions or nonlinear finite element analysis, and a calibrated empirical expression that links this property to the cylinder compressive strength. In addition, the effect of important parameters on flexural strength including casting methodology, volumetric ratio of steel fibers, and aspect ratio (shear span to depth ratio) of bending prisms have been assessed.

Compressive Behavior of Steel Fiber Reinforced Concrete After Exposed to High Temperatures

InCIEC 2013 ◽  
2014 ◽  
pp. 731-740
Author(s):  
Ruqayyah Ismail ◽  
Fariz Aswan Ahmad Zakwan ◽  
Clotilda Petrus ◽  
Nur Ashikin Marzuki ◽  
Nor Hafida Hashim ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
High Temperatures ◽  
Steel Fiber ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Compressive Behavior ◽  
Steel Fiber Reinforced Concrete

scholarly journals Properties of high-performance fiber-reinforced concrete after thermal treatment at high temperatures

2019 ◽  
Vol 53 (4) ◽  
pp. 481-487
Author(s):  
Z. Pavlík ◽  
J. Fořt ◽  
M. Pavlíková ◽  
L. Zemanová ◽  
J. Pokorný ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Thermal Treatment ◽  
High Temperatures ◽  
High Performance ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
High Performance Fiber
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