Strain-rate dependent fracture of a concrete cantilever beam;Dehnungsgeschwindigkeitsabhängiger bruch eines kragträgers aus beton

Bauingenieur

Volumn 80, Issue 5, 2005, Pages 283-290

  Ožbolt, Joško ^a   Reinhardt, Hans Wolf ^b  

^a Institut für Werkstoffe im BauwesenUniversität Stuttgart   (Germany)

^b UNIVERSITY OF STUTTGART   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 56349083067     PISSN: 00056650     EISSN: 14364867     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (10)

1. Bažant, Z. P., Caner, F.C., Adley, M. D. and Akers, S. A. 2000. “Fracturing rate effect and creep in microplane model for dynamics,” Journal of Engineering Mechanics, ASCE, 1126 (9), 962–970.
2. Krausz, A. S. and Krausz, K. 1988. “Fracture kinetics of crack growth,” Kluwer, Dordrecht, The Netherlands.
3. Ožbolt, J., Li, Y.-J. and Kožar, I. 2001. “Microplane model for concrete with relaxed kinematic constraint.” International Journal of Solids and Structures. 38: 2683–2711.
4. Ožbolt, J. 1995. “Size effect in concrete and reinforced soncrete structures,” Postdoctoral Thesis, University of Stuttgart, Germany.
5. Ožbolt, J. and Reinhardt, H.W. 2001. “Three-dimensional finite element model for creep-cracking interaction of concrete,”Proceedings of the sixth international conference CONCREEP-6, Ed. By Ulm, Bažant & Wittmann, 221–228.
6. Dilger, W.H., Koch, R. and Kowalczyk, R. 1978. “Ductility of plained and confined concrete under different strain rates,” American Concrete Institute, Special publication, Detroit, Michigen, USA.
7. 0 187.
8. Bažant, Z. P., and Oh, B. H. 1983. “Crack band theory for fracture of concrete,” RILEM, 93 (16), 155–177.
9. Belytschko T., Liu W.K., and Moran M. 2001. “Nonlinear Finite Elements for Continua and Structures,” John Wiley & Sons Ltd.
10. Li, V.C. 2002. “Reflections of the Research and Development of Engineered Cementitious Composites (ECC),” Proceedings of JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites (DFRCC), Gifu, Japan: Japan Concrete Institute, 1–22.