Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Yield-line theory or ultimate flexural strength of reinforced concrete slabs
Theory developed by K.W.JOHANSEN, is based on plastic behavior occurring in pattern of yield lines, location of which depends on loading and boundary conditions; theoretical strengths are in good agreement with experimental results, and generally on safe side thereof; use of theory is illustrated by numerical examples.
Yield-line theory or ultimate flexural strength of reinforced concrete slabs
Theory developed by K.W.JOHANSEN, is based on plastic behavior occurring in pattern of yield lines, location of which depends on loading and boundary conditions; theoretical strengths are in good agreement with experimental results, and generally on safe side thereof; use of theory is illustrated by numerical examples.
Yield-line theory or ultimate flexural strength of reinforced concrete slabs
Am Concrete Inst -- J
Hognestad, E. (Autor:in)
1953
20 pages
Bibliography
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Ultimate strength of reinforced concrete flat slabs
Engineering Index Backfile | 1964
|Ultimate flexural strength of reinforced concrete rafts
Engineering Index Backfile | 1963
|Economical design of reinforced concrete slabs using ultimate strength theory
Engineering Index Backfile | 1963
|Ultimate flexural strength of reinforced concrete sections
Engineering Index Backfile | 1967
|The ultimate bending strength of reinforced concrete slabs
TIBKAT | 1965
|