Micromechanical modeling of crack-aggregate interaction in concrete materials

Cement and Concrete Composites

Volumn 21, Issue 5-6, 1999, Pages 349-359

  Ragab Mohamed, Ashraf ^a   Hansen, Will ^a  

^a Department of Ecology and Evolutionary Biology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE MICROMECHANICS; COMPUTER SIMULATION; CRACK PROPAGATION; DEFORMATION; FRACTURE MECHANICS; INTERFACES (MATERIALS); MATHEMATICAL MODELS; STRUCTURAL LOADS; TENSILE STRENGTH;

CRACK-AGGREGATE INTERACTION; MONOTONIC LOADING;

CONCRETE AGGREGATES;

EID: 0343081677     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(99)00016-5     Document Type: Article

References (20)

1. Mehta PK, Aïtcin PC. Microstructural basis of selection of materials and mix proportions for high strength concrete. In: Weston TH. editor, High Strength Concrete, Second International Symposium, ACI SP-121, 1990:265-79.
2. Aïtcin PC, Neville A. High performance concrete demystified. Concrete International 1993;15(1):21-6.
3. He Ming-Yuan, Hutchinson JW. Crack deflection at an interface between dissimilar elastic materials. International Journal of Solids and Structures 1989;25(9):1053-67.
4. Atkinson T. The interaction between a crack and an inclusion. International Journal of Engineering Science 1972;10:127-36.
5. Cook TS, Erdogan F. Stress in bonded materials with a crack perpendicular to the interface. International Journal of Engineering Science 1972;10:677-97.
6. Li R, Chudnovsky A. Stress intensity factor Green's function for a crack interacting with a circular inclusion. International Journal of Fracture 1994;67(2):169-77.
7. Patton EM, Santare MH. Crack path prediction near an elliptical inclusion. Engineering Fracture Mechanics 1993;44(2):195-05.
8. Patton EM, Santare MH. The effect of a rigid elliptical inclusion on a straight crack. International Journal of Fracture 1990;46(1):71-9.
9. Santare MH, O'Toole BJ, Patton EM. Two-dimensional crack inclusion interaction effects. Analysis and experiments. Journal of Pressure Vessel Technology, ASME, 1991;113(3):392-97.
10. Mohamed Ashraf R. Micromechanics of concrete behavior and progressive failure under static loading. Ph.D. thesis. Ann Arbor: University of Michigan, 1997:346.
11. Roelfstra PE. Simulation of strain localization process with numerical concrete. In: Mazars J, Bazant ZP. editors. Cracking and Damage. London: Elsevier, 1989:79-90.
12. Vonk R. Softening of Concrete Loaded in Compression, Ph.D. Thesis. The Netherlands: Eindhoven, 1992.
13. Stankowski T. Numerical Simulation of Progressive Failure in Particle Composites, Ph.D. Thesis. University of Colorado, 1990.
14. Bazant ZP, Tabbara MR, Kazemi MT, Pijaudier-Cabot G. Random particle model for fracture of aggregate or fiber composites. Journal of Engineering Mechanics 1990;116(8):1686-705.
15. Schlangen E. van Mier JGM. Experimental and numerical analysis of micro mechanisms of fracture of cement based composites. Journal of Cement and Concrete Composites 1992;14:105-18.
16. Dahlblom O, Ottosen NS. Smeared crack analysis using generalized fictitious crack model. Journal of Engineering Mechanics 1990;116(1)55-76.
17. Bazant ZP, Oh BH. Crack band theory for fracture of concrete. Materials and Structures, RILEM 1983;16:155-77.
18. Schlangen E. Computational aspects of fracture simulations with lattice models. In: Wittmann FH. editor. Fracture Mechanics of Concrete Structures, Proceedings FRAMCOS-2, AEDIFICATIO Publishers, 1995:913-28.
19. Tan DM, Tschegg EK, Rotter H, Krinchner HOK. Cracks at mortar-stone interfaces. Acta Metallurgica 1995;43(10):3701-07.
20. Hassanzadeh M. Fracture mechanical properties of rocks and mortar/rock interfaces. In: Microstructure of Cement-Based Systems/Bonding and Interfaces in Cementitious Materials,' Materials Research Society, Symposium Proceedings, vol. 370. Pittsburgh, PA: Materials Research Society, 1995:377-86.