Crack development in concrete, Part 1: Fracture experiments and CT-scan observations

Key Engineering Materials

Volumn 385-387, Issue , 2008, Pages 69-72

  Schlangen, E ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Concrete; CT scan; Fracture; Softening; Tension

Indexed keywords

COMPUTERIZED TOMOGRAPHY; CRACKS; FRACTURE; MORTAR; TENSILE TESTING;

3D MICROSTRUCTURES; BRITTLE BEHAVIOURS; CRACK DEVELOPMENT; CYLINDRICAL SPECIMENS; FRACTURE EXPERIMENTS; FRACTURE SIMULATIONS; SOFTENING; TENSION;

CONCRETES;

EID: 54149113571     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/kem.385-387.69     Document Type: Conference Paper

References (5)

1. Schlangen, E. 2008. "Crack Development in Concrete, Part 2: Modelling of Fracture Process." In Fracture and Damage Mechanics (FDM08), Seoul, Korea, 9-11 September.
2. Van Mier, J.G.M. and Schlangen, E. 1989. "On the Stability of Softening Systems", In Fracture of Concrete and Rock - Recent Developments (eds. S.P. Shah, S.E. Swartz & B. Barr), Elsevier, London/New York, pp.387-396.
3. Hordijk, D.A. 1991, Local approach to fatigue of concrete, PhD thesis, Delft University of Technology, The Netherlands, pp. 210.
4. Carpinteri, A. and F. Maradei, F. 1995. "Three-jack solution to obtain a truly stable and symmetric tensile concrete test", Experimental Mechanics, Vol. 35, 19-23.
5. Landis, E.N. and Nagy, E.N. 2000. "Three-dimensional work of fracture for mortar in compression" Engineering Fracture Mechanics, Vol. 65 No. 2-3, 223-234.