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author:

Chen, Z.-P. (Chen, Z.-P..) [1] | Huang, K.-W. (Huang, K.-W..) [2] | Zhang, X.-G. (Zhang, X.-G..) [3] | Xue, J.-Y. (Xue, J.-Y..) [4]

Indexed by:

Scopus

Abstract:

In order to study the flexural strength of concrete with different replacement percentage of recycled coarse aggregate, the test were designed and carried out on 33 concrete specimens whose replacement percentage of recycled coarse aggregate are 0%, 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, 100%, respectively. According to the experiment, the flexural strength of recycled aggregate concrete (RAC) is obtained, and the influence of replacement percentage of recycled coarse aggregate on the flexural strength is analyzed. After the flexural test, the same specimens were used for compression test, and the cubic compressive strength is also acquired. The results show that the flexural strength and cubic compressive strength of the recycled aggregate concrete approximate to those of normal concrete. The ratio of flexural strength to cubic compressive strength is 0.12 for recycled aggregate concrete. ©2010 IEEE.

Keyword:

Flexural strength; Recycled aggregate concrete (RAC); Recycled coarse aggregate; Replacement percentage

Community:

  • [ 1 ] [Chen, Z.-P.]College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
  • [ 2 ] [Chen, Z.-P.]Civil Engineering Postdoctoral Research Station, Fuzhou University, Fuzhou 350108, China
  • [ 3 ] [Huang, K.-W.]College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
  • [ 4 ] [Zhang, X.-G.]College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
  • [ 5 ] [Xue, J.-Y.]School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China

Reprint 's Address:

  • [Chen, Z.-P.]College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China

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Source :

2010 International Conference on Mechanic Automation and Control Engineering, MACE2010

Year: 2010

Page: 1041-1043

Language: English

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 14

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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