A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A panel made up of discrete C-shaped panels can be subjected to a shear force which is substantially in excess of the critical shear buckling load for a single panel, provided that the tension field forces are anchored in the adjacent construction and that the shear buckles in the flanges of the panels can be accepted. Since it is the intention that these panels, in combination with sheets of some different material should form part of floor and wall constructions in light-weight building systems, the interest was concentrated on the investigation of the interaction of the board materials with the sheet metal panels when the composite panel is subjected to an in-plane load. The board material chosen in most cases was plasterboard because of its fire resistance properties. The investigations have mainly concentrated on the boundary condition when the panel is supported on all four sides (test series 1-5), but tests have also been made with panels supported on two sides only (test series 6). In the last series, the stiff edge beams were replaced by a substantially weaker edge stiffener.
A panel made up of discrete C-shaped panels can be subjected to a shear force which is substantially in excess of the critical shear buckling load for a single panel, provided that the tension field forces are anchored in the adjacent construction and that the shear buckles in the flanges of the panels can be accepted. Since it is the intention that these panels, in combination with sheets of some different material should form part of floor and wall constructions in light-weight building systems, the interest was concentrated on the investigation of the interaction of the board materials with the sheet metal panels when the composite panel is subjected to an in-plane load. The board material chosen in most cases was plasterboard because of its fire resistance properties. The investigations have mainly concentrated on the boundary condition when the panel is supported on all four sides (test series 1-5), but tests have also been made with panels supported on two sides only (test series 6). In the last series, the stiff edge beams were replaced by a substantially weaker edge stiffener.
Stressed Skin Action in Composite Panels Comprising Steel Sheeting and Boards
P. Balazs (author)
1980
192 pages
Report
No indication
English
Stressed skin action in composite panels comprising steel sheeting and boards
| UB Braunschweig | 1980
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