Behavior of tie elements of plain and fibrous concrete and varying cross sections

ACI Structural Journal

Volumn 97, Issue 2, 2000, Pages 277-284

  Noghabai, Keivan ^a  

^a LULEÅ UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Fibers (discrete fibers); High strength concrete; Tensile test; Tension

Indexed keywords

CARBON FIBERS; DEFORMATION; POLYOLEFINS; STRUCTURAL LOADS;

DISCRETE FIBERS;

CONCRETES;

EID: 0034161140     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Cervenka, V.; Eligehausen, R.; and Pukl, R., "Computer Models of Concrete Structures," IABSE Colloquium, Stuttgart, Germany, 1991, pp. 311-320.
2. Feenstra, P. H., "Computational Aspects of Biaxial Stress in Plain and Reinforced Concrete," PhD thesis, Delft University of Technology, The Netherlands, 1993.
3. CEB-FIP Model Code 1990, Bulletin d'Information No. 213/214, CEB, Lausanne, 1993.
4. Walraven, J. C., and Stroband, J., "Bond, Tension Stiffening and Crack Width Control in Lightweight Concrete," Proceedings of International Conference on Bond in Concrete - From Research to Practice, V. 2, A. Skudra and R. Tepfers, eds., Riga Technical University, Riga, Latvia, 1992, pp. 3:1-3:9
5. Abrishami, H., and Mitchell, D. "Influence of Splitting Cracks on Tension Stiffening," ACI Structural Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 703-710.
6. Creazza, G.; Di Marco, R.; Russo, S.; and Siviero, E., "Tension Stiffening in High-Strength Concrete," Proceedings of 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, F. de Larrard and R. Lacroix, eds., Paris, 1996, pp. 1135-1143.
7. Jaccoud, J. P.; Farra, B.; and Leclercq, A., "Improvement of Existing Codes for Their Application to Crack Control of HSC/HPC Structures," Proceedings of 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, F. de Larrard and R. Lacroix, eds., Paris, 1996, pp. 1155-1161.
8. Abrishami, H., and Mitchell, D., "Influence of Steel Fibers on Tension Stiffening," ACI Structural Journal, V. 94, No. 6, Nov.-Dec. 1997, pp. 769-776.
9. van der Veen, C., "Cryogenic Bond Behavior and Tension Stiffening," Proceedings of International Conference on Bond in Concrete - From Research to Practice, V. 3, A. Skudra and R. Tepfers, eds., Riga Technical University, Riga, Latvia, 1992, pp. 10:1-10:10.
10. Noghabai, K., "Effect of Tension Softening on the Performance of Concrete Structures-Experimental, Computational and Analytical Studies," PhD thesis, Lulea University of Technology, Lulea, Sweden, 1998.
11. Pang, X. B., and Hsu, T. T. C., "Fixed Angle Softened Truss Model for Reinforced Concrete," ACI Structural Journal, V. 93, No. 2, Mar.-Apr. 1996, pp. 197-207.
12. RILEM TC147-FMB, "Round Robin Analysis and Tests on Bond," Materials and Structures, RILEM, Paris, V. 29, Aug.-Sept. 1996, pp. 453-454.
13. Rots, J. G., "Computational Modeling of Concrete Fracture," PhD thesis, Delft University of Technology, The Netherlands, 1988.
14. Bažant, Z. P., and Oh, B. H., "Spacing of Cracks in Reinforced Concrete," Journal of Structural Engineering, ASCE, V. 109, No. 9, 1993, pp. 2066-2085.
15. Hillerborg, A.; Modeer, M.; and Petersson, P.-E., "Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements," Cement and Concrete Research, V. 6, 1976, pp. 778-782.