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Fatigue of grouted sleeve reinforcing bar splices
Slip characteristics of cement grout sleeve splices subjected to repetitive loadings are investigated in this test program; reinforcing bar sizes 8 through 11 were tested at splice imbedment lengths of 5 in.; each splice was subjected to 75,000 repetitions of load; these consisted of 25,000 repetitions of load at each of reinforcing bar tensile stress levels of 20,000, 30,000, and 40,000 psi; slip of sleeve splices should definitely be considered if splices are to be subjected to repetitive loading.
Fatigue of grouted sleeve reinforcing bar splices
Slip characteristics of cement grout sleeve splices subjected to repetitive loadings are investigated in this test program; reinforcing bar sizes 8 through 11 were tested at splice imbedment lengths of 5 in.; each splice was subjected to 75,000 repetitions of load; these consisted of 25,000 repetitions of load at each of reinforcing bar tensile stress levels of 20,000, 30,000, and 40,000 psi; slip of sleeve splices should definitely be considered if splices are to be subjected to repetitive loading.
Fatigue of grouted sleeve reinforcing bar splices
ASCE -- Proc (J Structural Div)
Ivey, D.L. (author)
1968
12 pages
Article (Journal)
English
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