Influence of concrete material ductility on shear response of stud connections

ACI Materials Journal

Volumn 103, Issue 1, 2006, Pages 60-66

  Qian, Shunzhi ^a   Li, Victor C ^a,b  

^a UNIVERSITY OF MICHIGAN   (United States)

^b Fiber Reinforced Concrete ^*

Author keywords

Composites; Ductility; Failure; Shear; Strength

Indexed keywords

ENGINEERED CEMENTITIOUS COMPOSITE (ECC); SLIP CAPACITY; STEEL FIBERREINFORCED CONCRETE (SFRC); STRUCTURAL INTEGRITY;

BRIDGE DECKS; CONCRETES; FAILURE (MECHANICAL); FIBER REINFORCED MATERIALS; MICROCRACKING; SHEAR STRENGTH; SHEAR STRESS; STRUCTURAL ANALYSIS;

DUCTILITY;

EID: 33645303810     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. AASHTO, 1998, "LRFD Bridge Design Specifications," 2nd Edition, American Association of State Highway and Transportation Officiais, Washington, D.C., 1052 pp.
2. An, L., and Cederwall, K., 1996, "Push-Out Tests on Studs in High Strength and Normal Strength Concrete," Journal of Construction Steel Research, V. 36, No. 1, pp. 15-29.
3. Bursi, O. S., and Gramola, G., 1999, "Behavior of Headed Stud Shear Connectors under Low-Cycle High Amplitude Displacements," Materials and Structures, V. 32, pp. 290-297.
4. Driscoll, G. C., and Slutter, R. G., 1961, "Research on Composite Design at Lehigh University," Proceedings, National Engineering Conference, AISC, pp. 18-24.
5. Kanda, T.; Watanabe, W.; and Li, V. C., 1998, "Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements," Fracture Mechanics of Concrete Structures, Proceedings of FRAMCOS-3, AEDIFICATIO Publishers, Freiburg, Germany, pp. 1477-1490.
6. Kesner, K. E., and Billington, S. L., 2002, "Experimental Response of Precast Infill Panels made with DFRCC," Proceedings of JCI Workshop on DFRCC, pp. 289-298.
7. Li, V. C., 1993, "From Micromechanics to Structural Engineering-the Design of Cementitious Composites for Civil Engineering Applications," Journal of Structural Engineering and Earthquake Engineering, V. 10, No. 2, pp. 37-48.
8. Li, V. C., 1998, "Engineered Cementitious Composites for Structural Applications," Materials in Civil Engineering, pp. 66-69.
9. Li, V. C., 2002, "Advances in ECC Research," Concrete: Material Science to Application-A Tribute to Surendra P. Shah, SP-206, P. Balaguru, A. Naaman, and W. Weiss, eds., American Concrete Institute, Farmington Hills, Mich., pp. 373-400.
10. Oehlers, D. J., and Foley, L., 1985, "The Fatigue Strength of Stud Shear Connections in Composite Beams," Proceedings of the Institute of Civil Engineering, London, England, Part 2, 79, pp. 349-364.
11. Ollgaard, J. G.; Slutter, R. G.; and Fisher, J. W., 1971, "Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete," AISC Engineering Journal, pp. 55-64.
12. Parra-Montesinos, G., and Wight, J. K., 2000, "Seismic Response of Exterior RC Column-to-Steel Beam Connections," Journal of Structural Engineering, pp. 1113-1121.
13. Viest, I. M., 1956a, "Test of Stud Shear Connectors, Parts I, II, III and IV," Engineering, Test Data, Nelson Stud Welding, Lorain, Ohio, 32 pp.
14. Viest, I. M., 1956b, "Investigation of Stud Shear Connectors for Composite Concrete and Steel T- Beams," ACI JOURNAL, Proceedings V. 53, No. 8, pp. 875-891.
15. Viest, I. M., 1960, "Review of Research on Composite Steel-Concrete Beams," Journal of the Structural Division, ASCE, V. 86, No. ST6, pp. 1-21.
16. Yen, J. R.; Lin, Y.; and Lai, M. T., 1997, "Composite Beams Subjected to Static and Fatigue Loads, Journal of Structural Engineering, pp. 765-771.