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A platform for research: civil engineering, architecture and urbanism
Fatigue strength of 3/4-inch stud shear connectors
Results of fatigue tests performed on seven steel-concrete composite beams; shear between steel 24 WF 68 beams and 6-in. thick slab is developed by means of 3/4-in. diam headed steel studs; beams were all identical except for number of studs; beams were 36.0 ft long and were divided into groups -- four commercially good and acceptable specimens, and three inferior specimens not acceptable to Texas Highway Dept.
Fatigue strength of 3/4-inch stud shear connectors
Results of fatigue tests performed on seven steel-concrete composite beams; shear between steel 24 WF 68 beams and 6-in. thick slab is developed by means of 3/4-in. diam headed steel studs; beams were all identical except for number of studs; beams were 36.0 ft long and were divided into groups -- four commercially good and acceptable specimens, and three inferior specimens not acceptable to Texas Highway Dept.
Fatigue strength of 3/4-inch stud shear connectors
Nat Research Council -- Highway Research Board -- Research Rec
Toprac, A.A. (author)
1965
25 pages
Report
English
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