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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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楼主: 断头台
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The Effect of Incremental Loading on Creep Behavior of Metals, importance of the rational determination of time operators in the visco-elastic law is illustrated in the case of creep buckling of initially straight columns. The buckling criteria of RABOTNOV SHESTEBIKOV and SHANLEY are critically examined. The importance of the critical load based on the inelastic modulus is stressed.
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On the Creep of a Wrinkle,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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Geometrically Non-Linear Creep Buckling of Bars,. 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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Multi-Modal Background Subtraction,hods of approach are contrasted. The stress distribution in a spinning hollow circular cylinder with annihilating inner cavity is evaluated as an example which does not fall within the scope of the . transform method of analysis. The procedures are justified through the application of the corresponding integral operators.
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Das Zeichen zum Aufbruch: „Ja, ich will!“. The implication of this result is that for torsionfree bending of a beam to be possible it is necessary to have the above creep law. Exceptions to this result are discussed. Expressions useful for the calculation of the two families of straight lines are given.
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