A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability of perforated cylindrical shells
Experimental approach to problem of stability of cylindrical shells; investigation was carried out to determine reduction coefficient by which buckling stress in homogeneous shell must be multiplied in order to allow for effect of perforations; this coefficient is first derived theoretically, using analogy between longitudinal strip of shell membrane with beam on elastic foundations; it is then compared with experimental values obtained from aluminum and cement mortar models. (n 707 June 1965 p 821, 823, 825)
Stability of perforated cylindrical shells
Experimental approach to problem of stability of cylindrical shells; investigation was carried out to determine reduction coefficient by which buckling stress in homogeneous shell must be multiplied in order to allow for effect of perforations; this coefficient is first derived theoretically, using analogy between longitudinal strip of shell membrane with beam on elastic foundations; it is then compared with experimental values obtained from aluminum and cement mortar models. (n 707 June 1965 p 821, 823, 825)
Stability of perforated cylindrical shells
Civ Eng (Lond)
Chronowicz, A. (author)
1965
Article (Journal)
English
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