Boundary element analysis of reinforced concrete structural elements.

A simple and practical technique for the discrete representation of reinforcement in two-dimensional boundary element analysis of reinforced concrete structural elements is presented. The bond developed over the surface of contact between the reinforcing steel and concrete is represented using fictitious one-dimensional spring elements. Potentials of the model developed are demonstrated using a number of numerical examples. The results are seen to be in good agreement with the results obtained using standard finite element software.

[1]  Wai-Fah Chen,et al.  Constitutive modeling in analysis of concrete structures , 1987 .

[2]  R. J. Allwood,et al.  A new method for modelling reinforcement and bond in finite element analyses of reinforced concrete , 1989 .

[3]  Wai-Fah Chen,et al.  Strain-space plasticity formulation for hardening-softening materials with elastoplastic coupling , 1986 .

[4]  Mohammed Ameen Computational Elasticity: Theory of Elasticity, Finite and Boundary Element Methods , 2005 .

[5]  W. T. Koiter ON THE DIFFUSION OF LOAD FROM A STIFFENER INTO A SHEET , 1955 .

[6]  A new method for coupling of boundary element method and finite element method , 1992 .

[7]  S. Timoshenko,et al.  Theory of elasticity , 1975 .

[8]  A. Becker The Boundary Element Method in Engineering: A Complete Course , 1992 .

[9]  C. Frantzeskakis,et al.  Nonlinear finite element analysis of reinforced concrete structures with a particular strategy following the cracking process , 1989 .

[10]  T. A. Cruse,et al.  Numerical solutions in three dimensional elastostatics , 1969 .

[11]  J. H. Kane,et al.  Elasto-plastic boundary element analysis utilizing a zone condensation technique , 1992 .

[12]  Alaa E. Elwi,et al.  Finite Element Model for Curved Embedded Reinforcement , 1989 .

[13]  C. Brebbia,et al.  Boundary Element Techniques , 1984 .

[14]  F. Michael Bartlett,et al.  Bond Strength Variability in Pullout Specimens with Plain Reinforcement , 2005 .

[15]  B. K. Raghuprasad,et al.  Elastic and inelastic analysis of reinforced concrete structures using the boundary element method , 1988 .

[16]  P. K. Banerjee,et al.  Boundary element methods in engineering science , 1981 .

[17]  K. Bathe,et al.  Finite Element Methods for Nonlinear Problems , 1986 .

[18]  D. Ngo,et al.  Finite Element Analysis of Reinforced Concrete Beams , 1967 .

[19]  A. H. Nilson State-of-the-art report on finite element analysis of reinforced concrete , 1982 .

[20]  Prasanta K. Banerjee,et al.  A new BEM formulation for tow‐ and three‐dimensional elastoplasticity using particular integras , 1988 .

[21]  Giorgio Monti,et al.  REINFORCED CONCRETE FIBER BEAM ELEMENT WITH BOND-SLIP , 2000 .

[22]  J. A. den Uijl,et al.  A BOND MODEL FOR RIBBED BARS BASED ON CONCRETE CONFINEMENT , 1996 .

[23]  Frank J. Rizzo,et al.  An integral equation approach to boundary value problems of classical elastostatics , 1967 .

[24]  Charles K. Kankam,et al.  RELATIONSHIP OF BOND STRESS, STEEL STRESS, AND SLIP IN REINFORCED CONCRETE , 1997 .

[25]  E. Sternberg,et al.  Transfer of Load From an Edge-Stiffener to a Sheet—A Reconsideration of Melan’s Problem , 1967 .