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A platform for research: civil engineering, architecture and urbanism
Effect of connections and rivet holes on ductility and strength of steel angles
Report on series of tests on bar size angles conceived in light of theory of limit design, showing how ductility of structural angles can be icreased and their weight decreased, by making suitable end connections and perforating legs of angle with extra holes; load deformation curves; comparative strength and ductility efficiencies of various specimens. Before Am Inst Steel Construction. (See also - discussion n 5 May p 310-1)
Effect of connections and rivet holes on ductility and strength of steel angles
Report on series of tests on bar size angles conceived in light of theory of limit design, showing how ductility of structural angles can be icreased and their weight decreased, by making suitable end connections and perforating legs of angle with extra holes; load deformation curves; comparative strength and ductility efficiencies of various specimens. Before Am Inst Steel Construction. (See also - discussion n 5 May p 310-1)
Effect of connections and rivet holes on ductility and strength of steel angles
Civ Eng (NY)
Van den Broek, J.A. (author)
1940
4 pages
Article (Journal)
English
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