Using equal cross-section theory to investigate bending properties of cellulosic fiber reinforced cement panels

2014 ◽  
Vol 45 (1) ◽  
pp. 118-132
Author(s):  
Peyman Ghasaei ◽  
Zahra Masumi ◽  
Sayyed Mahdi Hejazi ◽  
Mohammad Sheikhzadeh
Keyword(s):  
Cross Section ◽  
Fiber Reinforced ◽  
Bending Properties ◽  
Cellulosic Fiber ◽  
Reinforced Cement

Cellulosic fiber reinforced cement-based composites: A review of recent research

2015 ◽  
Vol 79 ◽  
pp. 115-128 ◽  
Author(s):  
Mònica Ardanuy ◽  
Josep Claramunt ◽  
Romildo Dias Toledo Filho
Keyword(s):  
Fiber Reinforced ◽  
Cellulosic Fiber ◽  
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.

Fiber-reinforced cement based composites under tensile impact

1994 ◽  
Vol 1 (3) ◽  
pp. 131-141 ◽  
Author(s):  
N. Banthia ◽  
K. Chokri ◽  
Y. Ohama ◽  
S. Mindess
Keyword(s):  
Fiber Reinforced ◽  
Tensile Impact ◽  
Reinforced Cement

Properties of ceramic fiber reinforced cement composites

2005 ◽  
Vol 35 (2) ◽  
pp. 296-300 ◽  
Author(s):  
Yiping Ma ◽  
Beirong Zhu ◽  
Muhua Tan
Keyword(s):  
Ceramic Fiber ◽  
Cement Composites ◽  
Fiber Reinforced ◽  
Reinforced Cement
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