Splitting of concrete caused by pullout of deformed rebars is investigated. The influence of specimen cross section size and geometry on the relationship between the components of stress and relative displacement at the interface is evaluated. Phase measurement interferometry is used for accurate mapping of the splitting cracks. The measured crack profiles, material model, and a fracture criterion are used in a hybrid experimental/numerical approach to evaluate the unknown normal component of traction at the interface. [S0021-8936(00)03603-5]
Issue Section:
Technical Papers
1.
Lutz, L. A., and Gergely, P., 1967, “Mechanics of Bond and Slip of Deformed Bars in Concrete,” ACI J., November, pp. 711–721.
2.
Gambarova
, P. G.
, Rosati
, G. P.
, and Zasso
, B.
, 1989
, “Steel-to-Concrete Bond After Splitting: Test Results
,” Mater. Struct.
, 22
, No. 127
, pp. 36
–47
.3.
Modena, C., 1992, “Theoretical Prediction of the Ultimate Bond Strength Between a Reinforcing Bar and Concrete,” Bond in Concrete, Riga Technical University, Riga, Latvia.
4.
Plizzari
, G.
, Schumm
, C.
, and Giuriani
, E.
, 1987
, “The Effect of Residual Tensile Strength of Cracked Concrete on the Local Bond-Slip Law After Splitting
,” Studi E Ricerche
, 9
, pp. 129
–153
.5.
Tepfers
, R.
, 1979
, “Cracking of Concrete Cover Along Anchored Deformed Reinforcing Bars
,” Magazine of Concrete Research
, 31
, No. 106
, pp. 3
–12
.6.
Noghabai, K. 1995, Ph.d. disc., “Splitting of Concrete in the Anchoring Zone of Deformed Bars,” Lulea University of Technology.
7.
Reinhardt, H. W., 1992, “Bond of Steel to Strain-Softening of Concrete Taking Account of Loading Rate,” Fracture Mechanics of Concrete Structures (FraMCoS1), Breckenridge, CO, Elsevier, New York.
8.
Rosati, G., and Schumm, C., 1992, “Modeling of Local Bond to Concrete Bond in Reinforced Concrete Beams,” Bond in Concrete, Vol. 3, A. Skudra and A. Tepfers, eds., Riga Technical University, Riga, Latvia, pp. 34–43.
9.
Van der Veen, C., 1990, “Cryogenic Bond-Stress-Slip Relationship,” Ph.d. disc., Delft University of Technology.
10.
Den Uijl
, J. A.
, and Bigaj
, A. J.
, 1996
, “A Bond Model for Ribbed Bars Based on Concrete Confinement
,” HERON
, 41
, No. 3
, pp. 201
–226
.11.
Gopalaratnam
, V. S.
, and Shah
, S. P.
, 1985
, “Softening Response of Plain Concrete in Direct Tension
,” ACI J.
, 82
, No. 3
, pp. 310
–323
.12.
Ghandehari
, M.
, Krishnaswamy
, S.
, and Shah
, S. P.
, 1999
, “A Technique for Evaluating the Interactions at the Interface in Reinforced Concrete
,” J. Eng. Mech.
, 125
, No. 2
, pp. 234
–241
.13.
Creath
, K.
, 1985
, “Phase-shifting Speckle Interferometry
,” Appl. Opt.
, 24
, No. 18
, pp. 3053
–3058
.14.
FRANC2D, 1995, “A Two Dimensional Crack Propagation Simulator,” Vol. 2.7, Cornell University, Ithaca, NY.
15.
Jenq
, Y. S.
, and Shah
, S. P.
, 1985
, “A Two-Parameter Fracture Model for Concrete
,” J. Eng. Mech.
, 111
, No. 4
, pp. 1227
–1241
.16.
Abrishami, H., 1993, “Studies on Bond and Cracking of Structural Concrete,” Ph.d. disc, McGill University.
17.
Ferguson, P. M., Thompson, J. N., 1965, “Development Length for Large High strength Reinforcing Bars,” ACI J., January, pp. 71–91.
18.
Shah, S. P., Swartz, S. E., and Ouyang, C., 1995, Fracture Mechanics of Concrete, John Wiley and Sons, New York.
Copyright © 2000
by ASME
You do not currently have access to this content.
