Study on impact resistance of fiber-reinforced recycled concrete slab based on ABAQUS

Tianbei Kang, Liwei Jin, Songxu Li, J. Zhou, A. Liu
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Abstract

In this paper, ABAQUS numerical simulation is used to study the impact resistance of waste fiber recycled concrete slab with 50% replacement rate of recycled aggregates and 0.08% and 0.12% volume addition of waste fibers. The impact times at the initial crack of RC50, RC50-0.08, and RC50-0.12 are 10, 17, and 21 times respectively. With the increase of the volume of waste fibers, the impact resistance of recycled concrete slabs is enhanced. The addition of waste fibers inhibits the development of cracks under impact force, to improve the impact resistance.
基于ABAQUS的纤维增强再生混凝土板抗冲击性能研究
本文采用ABAQUS数值模拟研究了再生骨料置换率为50%、废纤维体积掺量分别为0.08%和0.12%时废纤维再生混凝土板的抗冲击性能。RC50、RC50-0.08和RC50-0.12在初始裂纹处的冲击次数分别为10次、17次和21次。随着废纤维掺量的增加,再生混凝土板的抗冲击性能增强。废纤维的加入抑制了裂纹在冲击力下的发展,提高了抗冲击性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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