Dynamic computer simulation of concrete on different levels of the microstructure-part 2

Image Analysis and Stereology

Volumn 22, Issue 2, 2003, Pages 91-95

  Stroeven, Piet ^a   Stroeven, Martijn ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b Habanera Software Company   (Netherlands)

Author keywords

Computer simulation; Concrete; Material model; Particle packing; Stereol

Indexed keywords

EID: 84862956789     PISSN: 15803139     EISSN: 18545165     Source Type: Journal    
DOI: 10.5566/ias.v22.p91-95     Document Type: Article

References (13)

1. Diamond S, Huang J (1998). The interfacial transition zone: reality or myth? In: Katz A, Bentur A, Alexander M, Arlinguie G, eds. The Interfacial Transition Zone in Cementitious Composites. London: E&FN Spon, 3-39.
2. Navi P, Pignat C (1996). Simulation of cement hydration and connectivity of the capillary pore space, Adv Cem Bas Mat, 4:58-67.
3. Ollivier JP, Maso JC, Bourdette B (1995). Interfacial transition zone in concrete. Adv Cem Bas Mat 2:30-8.
4. Pijaudier-Cabot G, Bazant ZP (1987). Nonlocal damage theory. ASCE J Eng Mech 113:1512-33.
5. Scrivener KL (1989). The microstructure of concrete. In: Skalny JP, ed., Materials Science of Concrete I, Americ Ceram Soc, Westerville (OH), 127-61.
6. Stroeven M (1999). Discrete numerical model for the structure assessment of composite materials, PhD thesis, Delft Univ Techn, Delft.
7. Stroeven M, Askes H, Sluys LJ (2002). Numerical determination of representative volumes for granular materials. Proc WCCM-V, Vienna, Austria, July,12 (http://wccm.tuwien.ac.at/)
8. StroevenM, StroevenP (1997). Simulation of hydration and the formation of microstructure. In: Owen DRJ, Onate E, Hinton E, eds. Computational Plasticity. Barcelona: CIMNE 981-7.
9. StroevenP (1973). Some Aspects of the Micromechanics of Concrete. PhD Thesis, Delft Univ Techn, Delft.
10. Stroeven P (2000a). Stereological estimates for roughness and tortuosity in cementitious systems. Image Anal Stereol 19:67-70.
11. Stroeven P (2000b). A stereological approach to roughness of fracture surfaces and tortuosity of transport paths in concrete. Cem Concr Comp 22:331-41.
12. Stroeven P (2000c). Analytical and computer-simulation approaches to the extent of the interfacial transition zone in concrete. In: Brandt AM, Li VC, Marschall IH, eds., Proc Brittle Matrix Conference 6. Cambridge: Woodhead Publ Co & Z Turek RSI, 465-74.
13. Stroeven M, Stroeven P (1999b). SPACE system for simulation of aggregated matter; application to cement hydration. Cem Concr Res 29:1299-04.