Paper Title:
Analysis of Mesoscopic Interfacial Mechanics of RC Beams Strengthened with FRP
  Abstract

Concrete is assumed as a three-phase composite material composed by aggregate, mortar matrix and the bond layer between them in mesoscopic. The damage constitutive relationships of the composed materials are determined. A local meso-model of reinforced concrete (RC) beams strengthened with hybrid FRP was established to investigate the crack propagation and failure modes. The results show that the deformation, damage and failure of the concrete occurred near the ends of the interface.

  Info
Periodical
Advanced Materials Research (Volumes 97-101)
Edited by
Zhengyi Jiang and Chunliang Zhang
Pages
1713-1717
DOI
10.4028/www.scientific.net/AMR.97-101.1713
Citation
Z. H. Xie, P. Y. Huang, G. Q. Zhong, J. Deng, "Analysis of Mesoscopic Interfacial Mechanics of RC Beams Strengthened with FRP ", Advanced Materials Research, Vols. 97-101, pp. 1713-1717, 2010
Online since
March 2010
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$32.00
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