Damage of rubber concrete under impact loads

被引：0

作者：

Hao Y. ^{[1
,2
]}

Fan L. ^{[1
]}

Han Y. ^{[1
]}

Li H. ^{[1
]}

Tian X. ^{[1
]}

Hao Q. ^{[1
,2
]}

机构：

[1] School of Civil Engineering, Inner Mongolia University of Technology, Hohhot

[2] Inner Mongolia Key Lab of Civil Engineering Structure and Mechanics, Inner Mongolia University of Technology, Hohhot

来源：

Zhendong yu Chongji/Journal of Vibration and Shock | 2019年 / 38卷 / 17期

关键词：

Damage mechanism; Impact ball pressure; Impact load; Indentation morphology; Rubber concrete;

D O I：

10.13465/j.cnki.jvs.2019.17.010

中图分类号：

学科分类号：

摘要：

Aiming at damage problems of rubber concrete under impact loads, an automatic impact ball pressure instrument was used to study dynamic impact damage behavior of rubber concrete. Morphology and mechanism features of impact damage were analyzed with a laser scanning confocal microscopy (LSCM) and a scanning electron microscope (SEM). Results showed that impact resistance ability of rubber concrete under impact loads is stronger than that of normal concrete, and its impact resistance ability is enhanced with decrease in rubber particle diameter; with continuous increase in impact loads, indentation growth rate of rubber concrete is smaller than that of normal concrete, while its ultimate load value is larger than that of normal concrete; with decrease in rubber particle diameter, its indentation growth rate tends to decrease, while its ultimate load value increases, and its anti-plastic deformation ability and its specimen surface's dynamic performance are enhanced; under impact loads, coronal pits are formed on its surface, different degrees of material accumulation appear at indentation edges, 80-mesh rubber is distributed more uniformly in concrete, and damage zones are more continuous and there are no obvious micro-cracks; the results provide a basis for studying damage of rubber concrete under impact loads. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.

引用

页码：73 / 80

页数：7

共 22 条

[1]

Dai H., Chen F., Cen L., Et al., Waste rubber recycling today and tomorrow, World Rubber Industry, 39, 5, pp. 48-53, (2012)

[2]

Deng Z., Liu X., Research status and prospect of rubber concrete for roads, National Defense Traffic Engineering and Technology, 8, 6, pp. 1-5, (2010)

[3]

Malek K.B., Iqbal M., Ibrahim A., Promoting the use of crumb rubber concrete in developing countries, Waste Management, 28, 11, pp. 2171-2176, (2008)

[4]

Siddique R., Naik T.R., Properties of concrete containing scrap-tire rubber-an overview, Waste Management, 24, 6, (2004)

[5]

Kang J., Ren H., Zhang P., Cracking-resistance and flexural property of rubberized concrete, Acta Materiae Compositae Sinica, 23, 6, pp. 158-162, (2006)

[6]

Topcu I.B., Avcular N., Collision behaviors of rubberized congcrete, Journal of Materials Science, 29, 16, pp. 4191-4199, (1994)

[7]

Zhao Z., Bi G., Wang L., Et al., Plastic cracking and impact resistance of waste rubber particles modified cement-based materials, China Concrete and Cement Products, 4, pp. 1-5, (2008)

[8]

Guo Y., Liu F., Chen G., Et al., Experimental study on impact compression of rubber concrete, Journal of Building Materials, 15, 1, pp. 139-144, (2012)

[9]

Chen J., Wang Q., Wang H., Et al., A study on the modified coefficient for impact force of boulders conveyed in debris flow based on the Hertz theory, Journal of Vibration and Shock, 36, 16, pp. 26-31, (2017)

[10]

Roberts S.G., Surface mechanicalanalyses by Hertzian indentation, Ceramica, 50, 314, pp. 94-108, (2004)

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