Shakedown tests of one-third-scale composite bridge

Journal of Bridge Engineering

Volumn 1, Issue 1, 1996, Pages 2-9

  Barker, M G ^a,f   Bergson, P M ^b,f   French, C E ^c,f   Leon, R T ^d,f   Galambos, T V ^c,f   Kleiber, F W ^e,f  

^a University of Missouri   (United States)

^b CNA Consulting Engrs   (United States)

^c UNIVERSITY OF MINNESOTA   (United States)

^d GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

^e IOWA STATE UNIVERSITY   (United States)

^f ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); BRIDGE COMPONENTS; COMPOSITE BEAMS AND GIRDERS; DEFORMATION; DYNAMIC RESPONSE; ELASTICITY; LOADS (FORCES); MATHEMATICAL MODELS; MECHANICAL TESTING; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; YIELD STRESS;

INELASTIC DESIGN; INELASTIC FORCE DISTRIBUTION; INELASTIC GRILLAGE ANALYSIS; MOMENTS; ONE-THIRD-SCALE COMPOSITE BRIDGE; PLASTIC COLLAPSE TEST; SHAKEDOWN TEST;

COMPOSITE BRIDGES;

EID: 0030082205     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:1(2)     Document Type: Article

References (11)

1. American Association of State Highway and Transportation Officials (AASHTO). (1986). "Guide specifications for alternate load factor design procedures for steel beam bridges using braced compact sections." Interim Specifications through 1989, Washington, D.C.
2. Barker, M. G. (1990). "The shakedown limit state of slab-on-ginder bridges," PhD thesis, Univ. of Minnesota, Minneapolis, Minn.
3. Barker, M. G., and Galambos, T. V. (1992). "Shakedown limit state of steel girder bridges." J. Struct. Engrg., ASCE, 118(4), 986-998.
4. Bergson, P. M. (1994). "Shakedown and ultimate load tests of one-third scale three-span composite bridge," MS thesis, Univ. of Minnesota, Minneapolis, Minn.
5. Burdette, E. G., and Goodpasture, D. W. (1971). "Final report on fullscale bridge testing: An evaluation of bridge design criteria." Rep., Civ. Engrg. Dept., Univ. of Tennessee, Cookeville, Tenn.
6. Dishongh, B. E., and Galambos, T. V. (1992). "Residual deformation analysis for inelastic bridge rating." J. Struct. Engrg., ASCE, 118(6), 1200-1216.
7. Dunker, K. F., Klaiber, F. W., Daoud, F. K., Wiley, W. E., and Sanders, W. W. (1987). "Strengthening of existing continuous composite bridges." Engrg. Res. Inst., Iowa State Univ., Ames, Iowa.
8. Flemming, D. J. (1994). "Experimental verification of shakedown loads for composite bridges," MS thesis, Univ. of Minnesota, Minneapolis, Minn.
9. Galambos, T. V. Leon, R. T., French, C. E., Barker, M. G., and Dishongh, B. E. (1993). "Inelastic rating procedures for steel beam and girder bridges." NCHRP Rep. 352, Transp. Res. Board, Nat. Res. Council, Washington, D.C.
10. Neal, B. G. (1956). The plastic methods of structural analysis. John Wiley & Sons, New York, N.Y.
11. Wiss Janney and Elstner Assoc. (1989). Summary of test data, structural modeling for autostress by loading through a precast deck, Vol. 7, Irving, Tex.