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Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test

Year 2018, Volume: 13 Issue: 1, 31 - 36, 01.03.2018

Abstract

Although the cracked beams have been widely utilized in fracture
mechanics of concrete, there have been some advantages of the
cubical/cylindrical specimens such as compactness and lightness. In the present
work, the wedge-split-tension tests on cubical specimens with different cement
contents and water/cement ratios were initially performed for the effective
crack model. Finally, some relationships based on regression between the
fracture parameters and the strength properties of concrete were derived. The
results of the split-tension cube tests look viable and very promising.

References

  • 1. Kaplan, M.F. (1961). Crack propagation and the fracture of concrete. ACI J., 58(11): 591-610. 2. Kesler, C.E., Naus, D.J. and Lott, L.L. (1972). Fracture mechanics-its applicability to concrete. The Soc. of Mater. Sci., 4: 113-124. 3.Hillerborg, A., Modeer, M. and Petersson, P.E. (1976). Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. Conc. Res., 6: 773-782. 4. Bazant, Z.P. and Oh, B.H. (1983). Crack band theory for fracture concrete. Mater. and Struct. (RILEM), 16(93): 155-157. 5. Jenq, Y.S. and Shah, S.P. (1985). Two-parameter fracture model for concrete. ASCE J. Engng. Mech., 111(10): 1227-1241. 6. Nallathambi, P. and Karihaloo, B.L. (1986). Determination of the specimen size independent fracture toughness of plain concrete. Mag. Conc. Res., 38(135): 67-76. 7. Bazant, Z.P. and Kazemi, M.T. (1990). Determination of fracture energy, process zone length, and brittleness number from size effect with application to rock and concrete. Int. J. of Fract., 44(2): 111-131. 8. Xu, S. and Reinhardt, H.W. (1999). Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams. Int. J. of Fract., 98: 151-177. 9. Brühwiler, E. and Wittmann, F.H. (1990). The wedge splitting test, a method of performing stable fracture tests. Engng. Fract. Mech., 35: 117-126. 10. Wittmann, F.H, Rokugo, K., Brühwiler, E., Mihashi, H. and Simonin, P. (1988). Fracture energy and strain softening of concrete as determined by means of compact tension specimens. Mater. and Struct., 21: 21-32. 11. Ince, R. (2010). Determination of concrete fracture parameters based on two-parameter and size effect models using split-tension cubes. Engng. Fract. Mech., 77: 2233-2250. 12. Ince, R. (2012). Determination of concrete fracture parameters based on peak-load method with diagonal split-tension cubes. Engng. Fract. Mech., 82: 100-114. 13. Ince, R. (2012). Determination of the fracture parameters of the Double-K model using weight functions of split-tension specimens. Engng. Fract. Mech., 96: 416-432. 14. Karihaloo, B.L. and Nallathambi, P. (1989). An improved effective crack model for the determination of fracture toughness of concrete. Cem. Conc. Res., 19: 603-610. 15. ACI-318. (2002). Building code requirements for structural concrete and commentary. Farmington Hills, Michigan. 16. Tada, H., Paris, P.C. and Irwin, G.R. (2000). The Stress Analysis of Cracks Handbook. ASME Press. 17. Neville, A.M. (1995). Properties of Concrete. Fourth Edition, Longman, London. 18. Bazant, Z.P. and Becq-Giraudon, E. (2002). Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem. Conc. Res., 32: 529-556. 19.Ince, R. (2004). Prediction of fracture parameters of concrete by artificial neural networks. Engng. Fract. Mech., 71: 2143-2159. 20. Ince, R. (2010). Artificial neural network-based analysis of effective crack model in concrete fracture. Fatigue. Fract. Engng. Mater. Struct., 33(9): 595-606.
Year 2018, Volume: 13 Issue: 1, 31 - 36, 01.03.2018

Abstract

References

  • 1. Kaplan, M.F. (1961). Crack propagation and the fracture of concrete. ACI J., 58(11): 591-610. 2. Kesler, C.E., Naus, D.J. and Lott, L.L. (1972). Fracture mechanics-its applicability to concrete. The Soc. of Mater. Sci., 4: 113-124. 3.Hillerborg, A., Modeer, M. and Petersson, P.E. (1976). Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. Conc. Res., 6: 773-782. 4. Bazant, Z.P. and Oh, B.H. (1983). Crack band theory for fracture concrete. Mater. and Struct. (RILEM), 16(93): 155-157. 5. Jenq, Y.S. and Shah, S.P. (1985). Two-parameter fracture model for concrete. ASCE J. Engng. Mech., 111(10): 1227-1241. 6. Nallathambi, P. and Karihaloo, B.L. (1986). Determination of the specimen size independent fracture toughness of plain concrete. Mag. Conc. Res., 38(135): 67-76. 7. Bazant, Z.P. and Kazemi, M.T. (1990). Determination of fracture energy, process zone length, and brittleness number from size effect with application to rock and concrete. Int. J. of Fract., 44(2): 111-131. 8. Xu, S. and Reinhardt, H.W. (1999). Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams. Int. J. of Fract., 98: 151-177. 9. Brühwiler, E. and Wittmann, F.H. (1990). The wedge splitting test, a method of performing stable fracture tests. Engng. Fract. Mech., 35: 117-126. 10. Wittmann, F.H, Rokugo, K., Brühwiler, E., Mihashi, H. and Simonin, P. (1988). Fracture energy and strain softening of concrete as determined by means of compact tension specimens. Mater. and Struct., 21: 21-32. 11. Ince, R. (2010). Determination of concrete fracture parameters based on two-parameter and size effect models using split-tension cubes. Engng. Fract. Mech., 77: 2233-2250. 12. Ince, R. (2012). Determination of concrete fracture parameters based on peak-load method with diagonal split-tension cubes. Engng. Fract. Mech., 82: 100-114. 13. Ince, R. (2012). Determination of the fracture parameters of the Double-K model using weight functions of split-tension specimens. Engng. Fract. Mech., 96: 416-432. 14. Karihaloo, B.L. and Nallathambi, P. (1989). An improved effective crack model for the determination of fracture toughness of concrete. Cem. Conc. Res., 19: 603-610. 15. ACI-318. (2002). Building code requirements for structural concrete and commentary. Farmington Hills, Michigan. 16. Tada, H., Paris, P.C. and Irwin, G.R. (2000). The Stress Analysis of Cracks Handbook. ASME Press. 17. Neville, A.M. (1995). Properties of Concrete. Fourth Edition, Longman, London. 18. Bazant, Z.P. and Becq-Giraudon, E. (2002). Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem. Conc. Res., 32: 529-556. 19.Ince, R. (2004). Prediction of fracture parameters of concrete by artificial neural networks. Engng. Fract. Mech., 71: 2143-2159. 20. Ince, R. (2010). Artificial neural network-based analysis of effective crack model in concrete fracture. Fatigue. Fract. Engng. Mater. Struct., 33(9): 595-606.
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Details

Primary Language English
Subjects Engineering
Journal Section TJST
Authors

A. Tevfik Bildik This is me

Ragıp İnce This is me

Publication Date March 1, 2018
Submission Date February 7, 2017
Published in Issue Year 2018 Volume: 13 Issue: 1

Cite

APA Bildik, A. T., & İnce, R. (2018). Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test. Turkish Journal of Science and Technology, 13(1), 31-36.
AMA Bildik AT, İnce R. Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test. TJST. March 2018;13(1):31-36.
Chicago Bildik, A. Tevfik, and Ragıp İnce. “Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test”. Turkish Journal of Science and Technology 13, no. 1 (March 2018): 31-36.
EndNote Bildik AT, İnce R (March 1, 2018) Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test. Turkish Journal of Science and Technology 13 1 31–36.
IEEE A. T. Bildik and R. İnce, “Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test”, TJST, vol. 13, no. 1, pp. 31–36, 2018.
ISNAD Bildik, A. Tevfik - İnce, Ragıp. “Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test”. Turkish Journal of Science and Technology 13/1 (March 2018), 31-36.
JAMA Bildik AT, İnce R. Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test. TJST. 2018;13:31–36.
MLA Bildik, A. Tevfik and Ragıp İnce. “Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test”. Turkish Journal of Science and Technology, vol. 13, no. 1, 2018, pp. 31-36.
Vancouver Bildik AT, İnce R. Determination of Fracture Paramaters of Effective Crack Model by Wedge-Splitting Test. TJST. 2018;13(1):31-6.