STUDY ON STATIC AND DYNAMIC IMPACT PROPERTIES OF STEEL-FIBER REINFORCED RUBBER CONCRETE

ZHAO Xiumin; YANG Haifeng; LI Xueliang; YANG Peng; LI Bingsu

doi:10.13204/j.gyjzG20070301

Volume 51 Issue 8

Nov. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(8): 173-178

Wu Kai, Xue Jianyang, Zhao Hongtie. STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014

Citation:

ZHAO Xiumin, YANG Haifeng, LI Xueliang, YANG Peng, LI Bingsu. STUDY ON STATIC AND DYNAMIC IMPACT PROPERTIES OF STEEL-FIBER REINFORCED RUBBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 173-178. doi: 10.13204/j.gyjzG20070301

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STUDY ON STATIC AND DYNAMIC IMPACT PROPERTIES OF STEEL-FIBER REINFORCED RUBBER CONCRETE

doi: 10.13204/j.gyjzG20070301

1. Earthquake Agency of Guangxi Zhuang Autonomous Region, Nanning 530022, China;
2. Key Laboratory of Disaster Prevention and Engineering Safety of Guangxi University, Nanning 530004, China;
3. China Tobacco Corporation Guangxi Corporation, Nanning 530022, China

Received Date: 2020-07-03
Available Online: 2021-11-10
Publish Date: 2021-11-10

Abstract

Abstract

In order to study the static and dynamic impact properties of concrete with different contents of steel fibers and rubber powder, 8 groups of 48 cubic specimens were designed for compressive and splitting tensile strength tests, 8 groups of 24 cubic specimens were designed for compressive stress-strain curve test, 6 slabs were designed for impact test,whose content of steel fibers was 0%, 0.5%, 1.0% and 1.5%, and rubber powder was 0%, 5%, 10% and 15%. The results showed that the compressive strength of concrete decreased with the increase of rubber powder content. When the rubber powder content was costant, the steel fiber content of 0.5% had little effect on the compressive strength and impact toughness of rubber concrete, but it could improve the tensile strength of rubber concrete by 7% to 28%. When the content of steel fiber rubber powder was 1% and the content of rubber powder was 10%, it was the optimal mixing amount of steel-fiber reinforced rubber concrete. The suggested constitutive relation of steel-fiber reinforced rubber concrete was in good agreement with the experimental data.
- steel fiber,
- rubber,
- concrete,
- mechanical properties,
- impact

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References(11)

References

[1]	阮盛华,李丽娟,刘锋,等.橡胶混凝土的研究及应用进展[J].工业建筑,2012,42(增刊2):1159-1176.
[2]	ZHENG L, HUO SHARON X, YUAN Y. Experimental Investigation on Dynamic Properties of Rubberized Concrete[J]. Construction and Building Materials, 2007(5):939-947.
[3]	冯凌云,袁群,杨卫坤.橡胶混凝土抗渗性能试验研究[J].人民黄河,2011, 33(9):125-127.
[4]	刘日鑫,侯文顺,徐永红.废橡胶颗粒对混凝土力学性能的影响[J].建筑材料学报,2009,12(3):341-344.
[5]	ABAZA O A, HUSSEIN Z S. Flexural Behavior of Steel Fiber-Reinforced Rubberized Concrete[J]. Journal of Materials in Civil Engineering,2016,28(1):50-76.
[6]	付传清,颜扬,张耿耿,等.钢纤维改性橡胶混凝土基本力学性能研究[J].混凝土,2016,38(11):144-148.
[7]	李厚民,张岩,舒展,等.钢纤维改性橡胶混凝土的蠕变特性试验研究[J].混凝土,2016,38(3):51-55.
[8]	张岩,李厚民,段小龙,等.钢纤维改性橡胶混凝土性能试验研究[J].湖北工业大学学报,2016,31(1):105-107.
[9]	周梦婷.混杂纤维混凝土基本力学性能与板件的抗爆性能研究[D].南宁:广西大学,2016.
[10]	李文斌.橡胶混凝土动态力学性能实验研究[D].广州:广州大学,2011.
[11]	过镇海,张秀琴,张达成,等. 混凝土应力-应变全曲线的试验研究[J]. 建筑结构学报,1982,3(1):1-12.

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