Paper Title:
Experimental Research on Flexural Behavior of Recycled Concrete One-Way Slab Reinforced with CFRP
  Abstract

This paper is supported by National 863 Plans Projects and Sub-project of Science and Technology Department of Sichuan Province, through experimental research on flexural behavior of non-crack recycled concrete one-way slabs reinforced with CFRP, research the ultimate bearing capacity and maximum deflection of it, and comparative analysis the results with recycled concrete one-way slabs which is not been reinforced and reinforced with CFRP after post-cracking. The results show that, the ultimate bearing capacity is higher than the non-crack reinforced concrete slabs, at the same time the deflection is smaller. The ultimate bearing capacity of non-crack recycled concrete one-way slab reinforced with CFRP is lower than post-cracking recycled concrete one-way slab reinforced with CFRP, at the same time the deflection is greater. But found bearing capacity and deflection is lower than that post-cracking recycled concrete one-way slab reinforced with CFRP when experimental on flexural behavior of non-crack recycled concrete one-way slabs reinforced with CFRP, and do a preliminary analysis for this phenomenon.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
120-124
DOI
10.4028/www.scientific.net/AMR.261-263.120
Citation
J. J. Xie, J. L. Tao, S. Gu, T. Lei, W. J. Hu, "Experimental Research on Flexural Behavior of Recycled Concrete One-Way Slab Reinforced with CFRP", Advanced Materials Research, Vols. 261-263, pp. 120-124, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Wen Hui Bai, Bin Xiang Sun
Abstract:In order to investigate flexural behavior of simply-supported beam using recycled coarse aggregate concrete, the difference of the component...
543
Authors: Wen Hui Bai
Abstract:This paper mainly studies the deflection under short-term loading of recycled course aggregate reinforced concrete beam is calculated by...
1443
Authors: Xiao Fan Liu, Guo Dong Mei, Ji Xiang Li, Yun Xia Lun
Abstract:Orthogonal tests are designed for hybrid fiber reinforced concrete. Bending toughness of hybrid fiber reinforced concrete, with the substrate...
2006
Authors: Xiu Qin Cui, Bing Guo, Zhong Ren Feng
Chapter 1: Structural Engineering
Abstract:The numerical analysis method is applied to simulate the whole process of bending. Keeping the section dimensions and the types of loads...
136
Authors: Zhao Hua Du, Tong Hao, Li Xin Liu
Recycled Materials
Abstract:This paper presents the test results of 6 reinforced concrete beams with recycled aggregates of construction waste under flexure, the beams...
601