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Carrying capacity of mild-steel arches
In applying plastic theory methods to design of arches, some modifications are necessary; for reasons given load/deflection behavior and collapse conditions predicted by simple plastic theory may be considerably in error; theoretical investigations made to determine importance of these effects, and to devise method of predicting inelastic behavior accurately.
Carrying capacity of mild-steel arches
In applying plastic theory methods to design of arches, some modifications are necessary; for reasons given load/deflection behavior and collapse conditions predicted by simple plastic theory may be considerably in error; theoretical investigations made to determine importance of these effects, and to devise method of predicting inelastic behavior accurately.
Carrying capacity of mild-steel arches
Instn Civ Engrs -- Proc
Stevens, L.K. (Autor:in)
1957
22 pages
2 Plates
Aufsatz (Zeitschrift)
Englisch
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