Paper Title:
Coupling Analysis of Slip and Deformation of Steel Reinforced Concrete Beams
  Abstract

Analysis of steel surface interfacial bond stress-relative slip constitutive relationship in simply supported steel reinforced concrete (SRC) beams tensile region and compressive zone, a simplified calculation model is presented. The interface slip and the effect of the slip on the deformation of steel reinforced concrete beam under uniformly distributed loads are studied. Using elastic deformation theory, a set of analytical expressions for interfacial slip and deformation of simply supported SRC beams are obtained. These expressions can not only describe the interface slip distribution, but also account for its effect on the deformation. The present theoretical analysis bench-mark finite element analysis of load bearing capacity and deformation of SRC beams.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
1275-1279
DOI
10.4028/www.scientific.net/AMR.255-260.1275
Citation
G. Fu, "Coupling Analysis of Slip and Deformation of Steel Reinforced Concrete Beams", Advanced Materials Research, Vols. 255-260, pp. 1275-1279, 2011
Online since
May 2011
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Price
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