Fracture Properties of Concrete-Concrete Interfaces Using Digital Image Correlation

Experimental Mechanics

Volumn 51, Issue 3, 2011, Pages 303-313

  Shah, S G ^a   Kishen, J M Chandra ^a  

^a INDIAN INSTITUTE OF SCIENCE   (India)

Author keywords

Bimaterial fracture toughness; Concrete interface; Digital image correlation; Energy release rate

Indexed keywords

BI-MATERIAL FRACTURE; CLOSED LOOP SERVOS; CONCRETE BEAM; CONCRETE INTERFACE; CONCRETE-CONCRETE; CORRELATION TECHNIQUES; CRACK LENGTH; CRACK MOUTH OPENING DISPLACEMENT; CRACK OPENING; CRITICAL STRAIN ENERGY; DIGITAL IMAGE; DIGITAL IMAGE CORRELATION; DIGITAL IMAGE CORRELATION TECHNIQUE; DIGITAL IMAGE CORRELATIONS; FRACTURE PROPERTY; MODE-II FRACTURE TOUGHNESS; SLIDING DISPLACEMENTS; STRAIN COMPONENTS; SURFACE DISPLACEMENT; TESTING MACHINE; THREE POINT BENDING; UNDEFORMED STATE; VERTICAL INTERFACES; VERTICAL LOAD; CLOSED LOOPS; CRACK MOUTH;

COMPRESSIVE STRENGTH; CONCRETE PRODUCTS; CONCRETE TESTING; CORRELATION METHODS; CRACK TIPS; ENERGY RELEASE RATE; IMAGE ANALYSIS; STRAIN MEASUREMENT; STRAIN RATE; CRACKS; LOADING; STRENGTH OF MATERIALS;

FRACTURE TOUGHNESS; INTERFACES (MATERIALS);

EID: 79952043740     PISSN: 00144851     EISSN: 17412765     Source Type: Journal    
DOI: 10.1007/s11340-010-9358-y     Document Type: Article

References (32)

1. Walter R, Ostergaard L, Olesen JF, Stang H (2005) Wedge splitting test for a steel-concrete interface. Eng Fract Mech 72: 2565-2583.
2. Mangat P, O'Flaherty F (2000) Influence of elastic modulus on stress redistribution and cracking in repair patches. Cem Concr Res 30: 125-136.
3. Tschegg EK, Stanzl SE (1991) Adhesive power measurement of bonds between old and new concrete. J Mater Sci 26: 5189-5194.
4. Kunieda M, Kurihara N, Uchida Y, Rokugo K (2000) Application of tension softening diagrams to evaluation of bond properties at concrete interfaces. Eng Fract Mech 65: 299-315.
5. Choi S, Shah SP (1997) Measurement of deformations on concrete subjected to compression using image correlation. Exp Mech 37: 307-313.
6. Easley C, Faber KT, Shah SP (2001) Moire interferometry analysis of fiber debonding. J Eng Mech 127(6): 625-629.
7. Jia Z, Shah SP (1994) Two-dimensional electronic-speckle-pattern interferometry and concrete fracture processes. Exp Mech 34(3): 262-270.
8. Jia Z, Castro-Montero A, Shah SP (1996) Observation of mixed mode fracture with center notched disk specimens. Cem Concr Res 26(1): 125-137.
9. Lawler JS, Shah SP (2002) Fracture processes of quasi-brittle materials studied with digital image correlation. In: Recent advances in exp mech. Kluwer, Netherlands, pp 335-344.
10. Roux S, Rethore J, Hild F (2009) Digital image correlation and fracture: an advanced technique for estimating stress intensity factors of 2D and 3D cracks. J Phys D Appl Phys 42: 214004.
11. Tschegg EK, Tan DM, Kirchner HOK, Stanzl SE (1993) Interfacial and subinterfacial fracture in concrete. Acta Metall Mater 41: 569-576.
12. Chandra Kishen JM, Rao PS (2007) Fracture of cold jointed concrete interfaces. Eng Fract Mech 74: 122-131.
13. Sutton MA, Wolters WJ, Peters WH, Ranson WF, McNeill SR (1983) Determination of displacements using an improved digital correlation method. Image Vis Comput 1: 133-139.
14. Sutton MA, Cheng M, Peters WH, Chao YJ, McNeill SR (1986) Application of an optimized digital correlation method to planar deformation analysis. Image Vis Comput 4: 143-150.
15. Touchal SM, Morestin F, Brunet M (1997) Various experimental applications of digital image correlation method. In: Proceedings of international conference on computational methods and experimental measurements, Rhodes, Greece, pp 45-58.
16. Bruck HA, McNeill SR, Sutton MA, Peters WH (1989) Digital image correlation using Newton-Raphson method of partial differential correction. Exp Mech 29: 261-267.
17. Smelser RE (1979) Evaluation of stress intensity factors for bimaterial bodies using numerical crack flank displacement data. Int J Frac 15: 135-143.
18. Carlsson LA, Prasad S (1993) Interfacial fracture of sandwich beams. Eng Fract Mech 44: 581-590.
19. Lee KM, Buyukozturk O, Leung CKY (1993) Numerical evaluation of interface fracture parameters using Adina. Comput Struct 47(4/5): 547-552.
20. Dunders J (1969) Edge-bonded dissimilar orthogonal elastic wedges under normal and shear loading. J Appl Mech 36: 650-652.
21. Rethore J, Gravouil A, Morestin F, Combescure A (2005) Estimation of mixed-mode stress intensity factors using digital image correlation and an interaction integral. Int J Fract 132: 65-79.
22. Eberl C, Thompson R, Gianola D (2006) Digital image correlation and tracking with Matlab. http://www. mathworks. com/matlabcentral/fileexchange/12413.
23. Chehab GR, Seo Y, Kim YR (2007) Viscoelastoplastic damage characterization of asphalt-aggregate mixtures using digital image correlation. Int J Geomech ASCE 7(2): 111-118.
24. White DJ, Take WA, Bolton MD (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 53(47): 619-631.
25. Shah SP, Swartz SE, Ouyang C (1995) Fracture mechanics of concrete: applications of fracture mechanics to concrete, rock and other quasi-brittle materials. Wiley, New York.
26. Swartz SE, Refai T (1989) Cracked surface revealed by dye and its utility in determining fracture parameters. In: Mihashi H. et al (eds) Fracture toughness and fracture energy: test methods for concrete and rock. Balkema, Brookfield, pp 509-520.
27. RILEM TC 89-FMT (1990) Size-effect method for determining fracture energy and process zone size of concrete. Mat Struct 23: 461-465.
28. Bazant ZP (1984) Size effect in blunt fracture: concrete, rock, metal. J Eng Mech 110: 518-535.
29. Shah SG (2009) Fracture and fatigue behavior of concrete-concrete interfaces using acoustic emission, digital image correlation and micro-indentation techniques. Ph. D. thesis, Department of Civil Engineering, Indian Institute of Science, Bangalore.
30. Rao PS (2006) Fracture behavior of jointed concrete interfaces. Ph. D. thesis, Department of Civil Engineering, Indian Institute of Science, Bangalore.
31. c) of plain concrete using three-point bend tests. Mat Struct 23: 457-460.
32. Jenq YS, Shah SP (1985) A two parameter fracture model for concrete. J Eng Mech 111(10): 1227-1241.