Fracture Properties and Microstructure of Concrete Made with Recycled Aggregate

Article Preview

Abstract:

This paper presents the results of the fracture properties and microstructure of recycled aggregate concrete (RAC) compared with those of natural aggregate concrete (NAC). Concrete specimens were fabricated and tested with the recycled coarse aggregate (RCA) replacing of 0%, 40%, 70% and 100%, respectively. The three-point bending beam method was used to measure the fracture properties of the concrete. SEM and X-CT were used to investigate the microstructure of the concrete. The RCA addition in the concrete caused a decrease in the fracture properties and loose microstructure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

693-699

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xiao JZ, Li WG, Fan YH, Huang X. An overview of study on recycled aggregate concrete in China (1996–2011) [J]. Constr Build Mater, 2012 , 31: 364–383.

DOI: 10.1016/j.conbuildmat.2011.12.074

Google Scholar

[2] Shi J, Xu Y. Estimation and forecasting of concrete debris amount in China[J]. Resources, Conservation and Recycling, 2006 , 49: 147-158.

DOI: 10.1016/j.resconrec.2006.03.011

Google Scholar

[3] Hansen TC, Narud H. Strength of recycled concrete made from crushed concrete coarse aggregate[J]. Concr Int , 1993 , 5(1): 79–83.

Google Scholar

[4] Ravindrajah RS, Tam TC. Properties of concrete made with crushed concrete as coarse aggregate[J]. Mag Concr Res , 1985 , 37(130): 29–38.

DOI: 10.1680/macr.1985.37.130.29

Google Scholar

[5] Buck AD. Recycled concrete as a source of aggregate[J]. ACI , 1997 , 74(5): 212–219.

Google Scholar

[6] Liu Q, Xiao JZ, Sun ZH. Experimental study on the failure mechanism of recycled concrete[J]. Cement Concrete Research, 2011, 41(10): 1050–1057.

DOI: 10.1016/j.cemconres.2011.06.007

Google Scholar

[7] Tangchirapat W, Buranasing R, Jaturapitakkul R, Chindaprasirt P. Influence of rice husk-bark ash on mechanical properties of concrete containing high amount of recycled aggregates[J]. Constr Build Mater , 2008 , 22(8): 1812–1819.

DOI: 10.1016/j.conbuildmat.2007.05.004

Google Scholar

[8] Xiao JZ, Li WG, Sun ZH, Shah SP. Crack propagation in recycled aggregate concrete under uniaxial compressive loading[J]. ACI Mater , 2012 , 109(4): 451–461.

DOI: 10.14359/51683920

Google Scholar

[9] Tangchirapat W, Buranasing R, Jaturapitakkul C. Use of high fineness of fly ash to improve properties of recycled aggregate concrete[J]. Mater Civil Eng , 2010, 22: 565–571.

DOI: 10.1061/(asce)mt.1943-5533.0000054

Google Scholar

[10] Poon CS, Shui ZH, Lam L, Fok H, Kou SC. Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete[J]. Cement Concr Res , 2004, 34(1): 31–36.

DOI: 10.1016/s0008-8846(03)00186-8

Google Scholar

[11] Otsuki N, Miyazato S, Yodsudjai W. Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete[J]. Mater Civil Eng, 2003, 15(5): 443–451.

DOI: 10.1061/(asce)0899-1561(2003)15:5(443)

Google Scholar

[12] Li WG, Xiao JZ, Sun ZH, Kawashima S, Shah SP. Interfacial transition zones in recycled aggregate concrete with different mixing approaches[J]. Constr Build Mater, 2012, 35: 1045–1055.

DOI: 10.1016/j.conbuildmat.2012.06.022

Google Scholar

[13] Xiao JZ, Li WG, Sun ZH, Lange DA, Shah SP. Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation[J]. Cement & Concrete Composites, 2013, 37: 276–292.

DOI: 10.1016/j.cemconcomp.2013.01.006

Google Scholar