Bond test between reinforcement and concrete and FEM simulation
  Revised:March 25, 2004
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DOI:10.7511/jslx20073076
KeyWord:bond power,load-slip curve,FEA,contact condition
MOU Xiao-guang  WANG Qing-xiang  SI Bing-jun
1. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China; 2. Sanli Architecture Design Company Limited of Shandong,Jinan 250100,China
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Abstract:
      A model of simulating the interaction between the reinforcement and concrete based on contact condition has been established in this paper.Some basic mechanical parameters of the reinforcement and concrete: bond stiffness,frictional coefficient,shear strength,radial extrusion pressure and softening coefficient,are determined in the test;sequentially,four processes of the pull-out specimen: elastic phase,local cracking phase,internal congesting phase and complete debonding phase,are analyzed in the FEM simulation.The calculated results are coincident with those of test and validate the rationality of the computation model,which can solve the problem that has not been explained by traditional continuum theory.