Path-dependent high cycle fatigue modeling of joint interfaces in structural concrete

Journal of Advanced Concrete Technology

Volumn 6, Issue 1, 2008, Pages 227-242

  Maekawa, Koichi ^a   Fukuura, Naoyuki ^b   Soltani, Masoud ^c  

^a UNIVERSITY OF TOKYO   (Japan)

^b TAISEI CORPORATION   (Japan)

^c TARBIAT MODARES UNIVERSITY   (Iran)

Author keywords

[No Author keywords available]

Indexed keywords

DIRECT PATHS; DOWEL ACTIONS; DOWEL BARS; FATIGUE LIFE; HIGH CYCLE FATIGUE; HIGH-CYCLE FATIGUES; JOINT INTERFACES; JUNCTION PLANE; LIFE-CYCLE ASSESSMENTS; LOGARITHMIC TIME; PRE-CAST; PRECAST SLABS; REASONABLE ACCURACY; REINFORCING BAR; RELATIVE DISPLACEMENT; STRUCTURAL CONCRETES;

CONCRETE BUILDINGS; CONSTITUTIVE EQUATIONS; FATIGUE OF MATERIALS; REINFORCEMENT;

REINFORCED CONCRETE;

EID: 75649118674     PISSN: 13468014     EISSN: None     Source Type: Journal    
DOI: 10.3151/jact.6.227     Document Type: Article

References (31)

1. Atimtay, E. and Ferguson, P. M. (1973). "Early chloride corrosion of reinforced concrete - A test report." ACI Journal, 70(9), 606-613.
2. Carol, I., Prat, P. C. and Lopez, C. M. (1997). "Normal/shear cracking model: application to discrete crack analysis." Journal of Engineering Mechanics, 123(8), 765-773.
3. Collins, M. P. and Vecchio, F. (1982). "The response of reinforced concrete to in-plane shear and normal stresses." University of Toronto.
4. Frenaij, J. W. I. J., Walraven, J. C. and Reinhardt, H. W. (1988). "Time-dependent shear transfer in cracked reinforced concrete." Delft University Press.
5. Gebreyouhannes, E. (2006). "Shear transfer behavior of cracked concrete under fatigue loading." 6th International PhD Symposium in Civil Engineering, Zurich, 40-42.
6. Japan Society of Civil Engineers (2002). "Standard specification of concrete structures - Structural performance verification-".
7. Li, B. and Maekawa, K. (1987). "Contact density model for cracks in concrete." IABSE Colloquium, Delft, 51-62, or Journal of the Faculty of Engineering, The University of Tokyo (B), XL(1).
8. Lotfi, H. R. and Shing, P B. (1994). "Interface model applied to fracture of masonry structures." Journal of Structural Engineering, 120(1), 63-80.
9. Maekawa, K., Toongoenthong, K., Gebreyouhannes, E. and Kishi, K. (2006). "Direct path-integral scheme for fatigue simulation of reinforced concrete in shear." Journal of Advanced Concrete Technology, 4(1), 159-177.
10. Maekawa, K., Gebreyouhannes, E., Mishima, T. and An, X. (2006). "Three-dimensional fatigue simulation of RC slabs under traveling wheel-type loads." Journal of Advanced Concrete Technology, 4(3), 445-457.
11. Maekawa, K, Pimanmas, A. and Okamura, H. (2003). "Nonlinear Mechanics of Reinforced Concrete." Spon Press, London.
12. Maekawa, K. and Qureshi, J. (1996). "Computational model for reinforcing bar embedded in concrete under combined axial pullout and transverse displacement." Proc. of JSCE, 538/V-31.
13. Mattock, A. H. and Hawkins, N. M. (1972). "Shear transfer in reinforced concrete-recent research." Journal of PCI, 17 (2), 55-75.
14. Nakasu, M. and Iwatate, J. (1996). "Fatigue experiment on bond between concrete and reinforcement." Transaction of JSCE, V-426, 852-853.
15. Matsui, S. (1987). "Fatigue strength of RC-slabs of highway bridge by wheel running machine and influence of water on fatigue." Proc. of JCI, 9(2), 627-632.
16. Okamura, H. and Maekawa, K. (1991). "Nonlinear analysis and constitutive models of reinforced concrete." Giho-do Press, Tokyo.
17. Palmgren, A. G. (1924). "Die Lebensdauer von Kugellagern." VDI-Zeitschrift des Vereines Deutscher Ingenieure, 68(14), 339-341.
18. Perdikaris, P. C. and Beim, S. R. (1988). "RC bridge decks under pulsating and moving load." Journal of Structural Engineering, ASCE, 114(3), 591-607.
19. Poli, S. D., Prisco, M. D. and Gambarova, P. G. (1992). "Shear response, deformations and subgrade stiffness of a dowel bar embedded in concrete." ACI Structural Journal, 89(6), 665-675.
20. Pruijssers, A. F., Walraven, J. C. and Reinhardt, H. W. (1988). "Aggregate interlock and dowel action under monotonie and cyclic loading." Delft University Press.
21. Shima, H., Chou, L. and Okamura, H. (1987). "Micro and macro models for bond in reinforced concrete." Journal of the Faculty of Engineering, The University of Tokyo (B), 39(2), 133-194.
22. Shin, H., Maekawa, K. and Okamura, H. (1988). "Analytical approach of RC members subjected to reversed cyclic in-plane loading." Proc. of JCI Colloquium on Ductility of Concrete Structures and its Evaluation, 2, 45-46.
23. Soltani, M. and Maekawa, K. (2007). "Path-dependent mechanical model for deformed reinforcing bars at RC interface under coupled cyclic shear and pullout tension." Engineering Structures, Elsevier.
24. Soroushian, P., Obaseki, K., Baiyasi, M. I., El-Sweidan, B. and Choi, K.-B. (1988). "Inelastic cyclic behavior of dowel bars." ACI Structural Journal, 85(1), 23-29.
25. Taira, Y., Suda, K., Aikawa, K. and Noguchi, T. (2007). "Cyclic fatigue loading experiment of connection joints in between pre-cast panels." Transaction of Japan Society of Civil Engineers, V.
26. Tassios, T. P. and Vbintzeleou, E. N. (1987). "Concrete-to-concrete friction, Journal of Structural Engineering." ASCE, 113(4), 832-849.
27. Ueda, T. and Okamura, H. (1982). "Fatigue behavior of reinforced concrete beams under shear force." IABSE Colloquium (Lausanne), 415-422.
28. Vintzeleou, E. N. and Tassios, T. P. (1987). "Behavior of dowels under cyclic deformations." ACI Structural Journal, 84(1), 18-30.
29. Walraven, J. C. (1981). "Fundamental analysis of aggregate interlock." Journal of Structural Division, ASCE, 107(ST11), 2245-2270.
30. Walraven, J. C. and Reinhardt, H. W. (1981). "Theory and experiments on the mechanical behavior of crack in plain and reinforced concrete subjected to shear loading," HERON, 26(1A), 5-68.
31. Yamada, K., Shima, H. and Haraguchi, K. (1991). "Effects of cyclic loading and time on bond between steel bar and concrete." Proc. of Japan Concrete Institute, 13(2), 133-138.