Nondestructive determination of response of shear keys to environmental and structural cyclic loading

Transportation Research Record

Volumn , Issue 1574, 1997, Pages 18-24

  Hlavacs, George M ^a   Long, Todd ^b   Miller, Richard A ^b   Baseheart, T Michael ^b  

^a LJB INC   (United States)

^b 705 Engineering Research Center   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3342928778     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1574-03     Document Type: Article

References (5)

1. Dunker, K. F., and B. G. Rabbat. Performance of Highway Bridges in the United States - The First 40 Years. PCI Journal, Vol. 37, No. 3, May/June 1992, pp. 48-65.
2. El-Esnawi, H. New Shear Key Design for Prestressed Concrete Box Girders. Ph.D. dissertation. Case-Western Reserve University, Cleveland, Ohio, March 1996.
3. Hucklebridge, A. A., H. El-Esnawi, and F. Moses. Shear Key Performance in Multibeam Box Girder Bridges. Journal of Performance of Constructed Facilities, ASCE, Vol. 9, No. 4, Nov. 1995, pp. 271-285.
4. Leslie, J. R., and W. J. Cheeseman. An Ultrasonic Method of Studying Deterioration and Cracking in Concrete Structures. ACI Journal, Vol. 21, No. 1, Jan. 1949, pp 17-36.
5. Swartz, S. E. Dye Techniques to Reveal the Fractures Surface of Concrete in Mode I. Experimental Techniques, Vol. 15, No. 3, May/June, 1991, pp. 29-34.