A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Intermediate Stiffeners in Cold-Formed Profiled Steel Decking. Part 3. Condeck Rolled Panels
A series of laboratory tests on a commercial thin-walled roll-formed steel deck exhibiting two modes of elastic buckling as well as flange curling is described. A test rig was developed for the program in order to approximate the boundary conditions implicit in a comparative numerical model and prevent premature failure due to localized stressing at the specimen ends. The decking was loaded in pure bending and its performance studied to the point of ultimate failure. The test specimens were taken from a normal production run of panels from a cold roll-forming mill. The test series described in the report is the third in a program carried out to determine the effectiveness of intermediate stiffeners in controlling buckling modes.
Intermediate Stiffeners in Cold-Formed Profiled Steel Decking. Part 3. Condeck Rolled Panels
A series of laboratory tests on a commercial thin-walled roll-formed steel deck exhibiting two modes of elastic buckling as well as flange curling is described. A test rig was developed for the program in order to approximate the boundary conditions implicit in a comparative numerical model and prevent premature failure due to localized stressing at the specimen ends. The decking was loaded in pure bending and its performance studied to the point of ultimate failure. The test specimens were taken from a normal production run of panels from a cold roll-forming mill. The test series described in the report is the third in a program carried out to determine the effectiveness of intermediate stiffeners in controlling buckling modes.
Intermediate Stiffeners in Cold-Formed Profiled Steel Decking. Part 3. Condeck Rolled Panels
E. S. Bernard (author) / R. Q. Bridge (author) / G. J. Hancock (author)
1993
181 pages
Report
No indication
English
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