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Titlebook: Creep in Structures; Colloquium Held at S Nicholas J. Hoff Conference proceedings 1962 Springer-Verlag OHG., Berlin/Göttingen/Heidelberg 19

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,Werte als Orientierung für Politik,mite èlastique, on utilise habituellement la formule de . [.].. ètant la deformation, a la contrainte, . le module de ., . des constantes caractèristiques du matèriau, . ètant gènèralement pris egal á 1 et . á 3 pour faciliter les calculs.
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Die eigentliche Kraft der Freiheit,creep buckling of open tubes has been studied recently by . (Ref. [1]), from whose work it is evident that torsional effects introduce many analytical problems..To reduce the analytical difficulties, a number of simple structural models are introduced to study problems of torsional creep buckling..T
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Effect of Creep on Stresses in Cylindrical Shells,.., where z is the distance along the normal to the middle surface of the shell, are negligible. This assumption will be adhered to in the following, both in the initial, elastic state, and as creep progresses.
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E Grundlagen der empirischen Untersuchung,fference technique, thus enabling the progress of the wrinkle to be followed..A “strain intensification factor” . is defined as.and the results of the calculations are given in a graph showing . as a function of various parameters defining the shell-rod system.
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,Solidarität und Soziale Demokratie,. A. . [.] formulated a new stability criterion for a curved bar, connected with the sign of acceleration. This criterion may be used for unsteady creep; the case, of steady creep is always that of instability, according to .’s criterion.
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