TY - JOUR
T1 - Numerical Simulation of Crack Propagation in Fiber Reinforced Polymer Concrete Composites in the high Temperatures
AU - Han, Fengshan
AU - Wu, Xinli
AU - Li, Xia
AU - Song, Li
N1 - Funding Information:
This research is supported by “The Natural Science Foundation Project of Liaoning Province of China (201602038, 2015020222)” and “The general Project of scientific research of Education office of Liaoning Province of China (L2012436) ”
Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2018/11/9
Y1 - 2018/11/9
N2 - Fiber Reinforced Polymer Concrete composite materials have been widely used in many fields of engineering, it is necessary to research the crack propagation process of Fiber Reinforced Polymer Concrete composite material in the high temperature by Numerical Simulation. the numerical model is applied to investigate the formation, extension and coalescence and crack propagation in Fiber reinforced polymer reinforced concrete composites in the high temperature, the deformation and damage evolution are briefly described in the model, a numerical model of fiber reinforced polymers embedded in Concrete is proposed to investigate thermally-induced damage and crack propagation in the high temperature, the numerical Simulation show that the crack propagation behavior of the Fiber Reinforced Polymer Concrete composite material in the high temperature is developed at the interface between the Fiber Reinforced Polymer and Concrete, the numerical simulation demonstrates that the model proposed can visually replicate the thermal cracking propagation process of Concrete and the simulated cracking of Concrete is in good agreement with the experimental cracking result of Fiber Reinforced Polymer Concrete composite material in the high temperature.
AB - Fiber Reinforced Polymer Concrete composite materials have been widely used in many fields of engineering, it is necessary to research the crack propagation process of Fiber Reinforced Polymer Concrete composite material in the high temperature by Numerical Simulation. the numerical model is applied to investigate the formation, extension and coalescence and crack propagation in Fiber reinforced polymer reinforced concrete composites in the high temperature, the deformation and damage evolution are briefly described in the model, a numerical model of fiber reinforced polymers embedded in Concrete is proposed to investigate thermally-induced damage and crack propagation in the high temperature, the numerical Simulation show that the crack propagation behavior of the Fiber Reinforced Polymer Concrete composite material in the high temperature is developed at the interface between the Fiber Reinforced Polymer and Concrete, the numerical simulation demonstrates that the model proposed can visually replicate the thermal cracking propagation process of Concrete and the simulated cracking of Concrete is in good agreement with the experimental cracking result of Fiber Reinforced Polymer Concrete composite material in the high temperature.
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U2 - 10.1088/1757-899X/439/4/042079
DO - 10.1088/1757-899X/439/4/042079
M3 - Conference article
AN - SCOPUS:85057563883
SN - 1757-8981
VL - 439
JO - IOP Conference Series: Materials Science and Engineering
JF - IOP Conference Series: Materials Science and Engineering
IS - 4
M1 - 042079
T2 - 2018 International Conference on Advanced Electronic Materials, Computers and Materials Engineering, AEMCME 2018
Y2 - 14 September 2018 through 16 September 2018
ER -