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Failure Modes of Bolted Sheet Steel Connections Loaded in Shear
This research report details the behavior associated with bearing and net section failure of bolted connections loaded in shear. Failure mode behavior has been documented with the use of observations recorded during the testing of a total of 176 bolted connection specimens (Rogers and Hancock, 1997, 1998a,b). Bearing behavior includes piling of the sheet material in front of the bolts, as well as the material tearing associated with out-of-plane sheet distortion. Recommendations concerning the procedure used to identify the net section fracture and bearing failure modes are made. In addition, a detailed discussion of the test data used in the development of the current AS/NZS 4600 and AISI design equations for net section fracture at connections is completed.
Failure Modes of Bolted Sheet Steel Connections Loaded in Shear
This research report details the behavior associated with bearing and net section failure of bolted connections loaded in shear. Failure mode behavior has been documented with the use of observations recorded during the testing of a total of 176 bolted connection specimens (Rogers and Hancock, 1997, 1998a,b). Bearing behavior includes piling of the sheet material in front of the bolts, as well as the material tearing associated with out-of-plane sheet distortion. Recommendations concerning the procedure used to identify the net section fracture and bearing failure modes are made. In addition, a detailed discussion of the test data used in the development of the current AS/NZS 4600 and AISI design equations for net section fracture at connections is completed.
Failure Modes of Bolted Sheet Steel Connections Loaded in Shear
C. A. Rogers (author) / G. J. Hancock (author)
1998
36 pages
Report
No indication
English
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