An Analytical Study of Shear Transfer Mechanisms in Macro-synthetic Fibre Reinforced Concrete

2021 ◽  
pp. 409-419
Author(s):  
Francisco Ortiz-Navas ◽  
Juan Navarro-Gregori ◽  
Pedro Serna
Keyword(s):  
Reinforced Concrete ◽  
Analytical Study ◽  
Synthetic Fibre ◽  
Fibre Reinforced Concrete ◽  
Shear Transfer ◽  
Transfer Mechanisms

Creep of Macro Synthetic Fibre Reinforced Concrete: Experimental Results and Numerical Model Calibration

2021 ◽  
pp. 420-432
Author(s):  
Clementina Del Prete ◽  
Ioannis Boumakis ◽  
Roman Wan-Wendner ◽  
Nicola Buratti ◽  
Claudio Mazzotti
Keyword(s):  
Reinforced Concrete ◽  
Numerical Model ◽  
Model Calibration ◽  
Synthetic Fibre ◽  
Experimental Results ◽  
Fibre Reinforced Concrete

Investigation into the use of macro synthetic fibre reinforced concrete for breakwater armour units

2018 ◽  
Vol 140 ◽  
pp. 60-71
Author(s):  
Nell Hardy ◽  
Stephen Foster ◽  
Ron Cox ◽  
Hamid Vali Pour Goudarzi ◽  
Ali Amin
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Fibre Reinforced Concrete

Post-cracking Strength Classification of Macro-synthetic Fibre Reinforced Concrete for Sleeper Application

2020 ◽  
pp. 717-729
Author(s):  
Christophe Camille ◽  
Dayani Kahagala Hewage ◽  
Olivia Mirza ◽  
Fidelis Mashiri ◽  
Brendan Kirkland ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Fibre Reinforced Concrete

Early age bond stress-slip behaviour of macro-synthetic fibre reinforced concrete

2021 ◽  
Vol 301 ◽  
pp. 124097
Author(s):  
Murray J. Watts ◽  
Ali Amin ◽  
E. Stefan Bernard ◽  
R. Ian Gilbert ◽  
Luca Facconi
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Bond Stress ◽  
Early Age ◽  
Fibre Reinforced Concrete

Performance behaviour of macro-synthetic fibre reinforced concrete subjected to static and dynamic loadings for sleeper applications

2020 ◽  
pp. 121469
Author(s):  
Christophe Camille ◽  
Dayani Kahagala Hewage ◽  
Olivia Mirza ◽  
Fidelis Mashiri ◽  
Brendan Kirkland ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Fibre Reinforced Concrete ◽  
Dynamic Loadings

Fibre Reinforced Concrete Class Control via Fib Model Code 2010 Approach

2015 ◽  
Vol 1119 ◽  
pp. 672-676
Author(s):  
Vladimir E. Rusanov
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Wide Spectrum ◽  
Basic Research ◽  
Plain Concrete ◽  
Fibre Reinforced Concrete ◽  
New Approach ◽  
Model Code ◽  
Different Types ◽  
Model Code 2010

Fibre reinforced concrete (FRC) has wide spectrum of advantages in tunnelling. Post-cracking behaviour of FRC wasn’t taken into account by Russian engineers while structural design led to underestimation of material abilities. New approach is based on fib Model Code 2010, which provides residual tensile strength Class of FRC. Research Center “FRC” (http://rcfrc.com/) carried out tests with specimens of different types of FRC, which supported by Russian Foundation for Basic Research. Research involved different specimens – plain concrete and FRC with macro-synthetic fibre of different dosage and types. The results showed the efficiency of each type of fibre. The Class of FRC was defined for each specimen series according to results.

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