Compression creep behaviour of steel fibre reinforced cement composites

1986 ◽  
Vol 19 (5) ◽  
pp. 361-370 ◽  
Author(s):  
P. S. Mangat ◽  
M. Motamedi Azari
Keyword(s):  
Steel Fibre ◽  
Creep Behaviour ◽  
Cement Composites ◽  
Compression Creep ◽  
Reinforced Cement

Flexural behaviour of amorphous micro-steel fibre-reinforced cement composites

2012 ◽  
Vol 94 (4) ◽  
pp. 1443-1449 ◽  
Author(s):  
Jong-Pil Won ◽  
Byung-Tak Hong ◽  
Tei-Joon Choi ◽  
Su-Jin Lee ◽  
Joo-Won Kang
Keyword(s):  
Steel Fibre ◽  
Cement Composites ◽  
Flexural Behaviour ◽  
Reinforced Cement

Shrinkage of steel fibre reinforced cement composites

1988 ◽  
Vol 21 (3) ◽  
pp. 163-171 ◽  
Author(s):  
P. S. Mangat ◽  
M. Motamedi Azari
Keyword(s):  
Steel Fibre ◽  
Cement Composites ◽  
Reinforced Cement

Flexural strength of steel fibre-reinforced cement composites

1987 ◽  
Vol 22 (9) ◽  
pp. 3103-3110 ◽  
Author(s):  
P. S. Mangat ◽  
K. Gurusamy
Keyword(s):  
Flexural Strength ◽  
Steel Fibre ◽  
Cement Composites ◽  
Reinforced Cement

scholarly journals Effect of plasma surface modification on pullout characteristics of carbon fiber-reinforced cement composites

Carbon Trends ◽  
2021 ◽  
Vol 3 ◽  
pp. 100030
Author(s):  
Jin Hee Kim ◽  
Jong Hun Han ◽  
Seungki Hong ◽  
Doo-Won Kim ◽  
Sang Hee Park ◽  
...  
Keyword(s):  
Surface Modification ◽  
Carbon Fiber ◽  
Cement Composites ◽  
Fiber Reinforced ◽  
Plasma Surface Modification ◽  
Plasma Surface ◽  
Reinforced Cement ◽  
Carbon Fiber Reinforced

scholarly journals Numerical Simulation of the Mechanical Behavior of Fiber-Reinforced Cement Composites Subjected Dynamic Loading

2021 ◽  
Vol 11 (3) ◽  
pp. 1112
Author(s):  
Nikita Belyakov ◽  
Olga Smirnova ◽  
Aleksandr Alekseev ◽  
Hongbo Tan
Keyword(s):  
Numerical Simulation ◽  
Reinforced Concrete ◽  
Dynamic Loading ◽  
Fiber Reinforced Concrete ◽  
Cement Composites ◽  
Fiber Reinforced ◽  
Lab Experiments ◽  
Reinforced Cement ◽  
Underground Workings ◽  
Concrete Damaged Plasticity

The problem of damage accumulation in fiber-reinforced concrete to structures supporting underground workings and tunnel linings against dynamic loading is insufficiently studied. The mechanical properties were determined and the mechanism of destruction of fiber-reinforced concrete with different reinforcement parameters is described. The parameters of the Concrete Damaged Plasticity model for fiber-reinforced concrete at different reinforcement properties are based on the results of lab experiments. Numerical simulation of the composite concrete was performed in the Simulia Abaqus software package (Dassault Systemes, Vélizy-Villacoublay, France). Modeling of tunnel lining based on fiber-reinforced concrete was performed under seismic loading.

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