A platform for research: civil engineering, architecture and urbanism
Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone
Thirty-two concrete beams simulating retaining wall stems and containing reinforcing bar lap splices were tested to failure. Twenty-seven beams had no. 11 bar splices, four had no. 8 bar splices, and one had no. 9 main bars spliced to no. 11 dowel bars. Failures were typically of the splitting type. It was concluded that the 1965 AASHO specification for splices does not provide a safe guide unless it is modified. The second part of the report presents a tentative theoretical treatment of lap splice length based on several observed types of splitting failure. (BPR abstract)
Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone
Thirty-two concrete beams simulating retaining wall stems and containing reinforcing bar lap splices were tested to failure. Twenty-seven beams had no. 11 bar splices, four had no. 8 bar splices, and one had no. 9 main bars spliced to no. 11 dowel bars. Failures were typically of the splitting type. It was concluded that the 1965 AASHO specification for splices does not provide a safe guide unless it is modified. The second part of the report presents a tentative theoretical treatment of lap splice length based on several observed types of splitting failure. (BPR abstract)
Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone
P. M. Ferguson (author) / E. A. Briceno (author)
1969
32 pages
Report
No indication
English
Wiley | 2012
|Upper part reinforcement type retaining wall structure and retaining wall construction method
European Patent Office | 2023
|Seismic Demand on Column Splices in Steel Moment Frames
Online Contents | 2010
|