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Plastic analysis of ultimate strength of prestressed reinforced concrete pipe on basis of limit design theory; pipe is assumed to rest on continuous longitudinal support and to be subjected to earth thrust, dead weight, hydrostatic pressure, and internal over pressure; some examples and results of experimental testing of pipes under 2 opposite stresses are presented.
Plastic analysis of ultimate strength of prestressed reinforced concrete pipe on basis of limit design theory; pipe is assumed to rest on continuous longitudinal support and to be subjected to earth thrust, dead weight, hydrostatic pressure, and internal over pressure; some examples and results of experimental testing of pipes under 2 opposite stresses are presented.
Determination of concrete pipe failure
Calcolo a rottura dei tubi in conglomerato
Nicolosi, G. (Autor:in)
Energia Elettrica ; 40
1963
7 pages
Aufsatz (Zeitschrift)
Italienisch
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