Results 161 to 170 of about 2,838 (227)

Theorems of restricted dynamic shakedown

open access: yesInternational Journal of Mechanical Sciences, 1993
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Polizzotto C   +3 more
openaire   +3 more sources

Shakedown of Steel Plates

open access: yesJournal of Applied Mechanics, 1971
Standard mathematical programming techniques are used for obtaining the shakedown load and stochastic shakedown load of a simply supported axisymmetric plate subjected to uniform pressure. The yield criteria of Tresca, von Mises, and Hill are all invoked.
M. A. Muspratt
openaire   +2 more sources

Shakedown of Grids

Journal of the Structural Division, 1973
The simple shakedown theory that employs the assumptions of plastic design is extended to grids in the paper. The grids are continuous over supports of fixed elevation and contain three main girders and three cross beams per span. Torsion in the grid is ignored. After the theoretical analysis, an example is treated for clarification.
Dale G. Eyre, Theodore V. Galambos
openaire   +1 more source

A note on shakedown

Wear, 1980
Abstract The residual stresses developed beneath a rigid ball pressed into an ideally elastoplastic half-space are found on the centre-line of contact. Using the theoretical results of Johnson a shakedown limit based on the criterion that residual stresses are maintained at less than the yield criterion is found, and experimental results confirm that
D.A. Hills, D.W. Ashelby
openaire   +1 more source

Influence of shear yield strength of rail material on the shakedown limit in shakedown map

open access: yesTribology International
Rail materials with different shear yield strengths can exhibit different rolling contact fatigue (RCF) damage response during cyclic contact loading.
Zhiyong Shi, Haohao Ding, Enrico Meli
exaly   +2 more sources

Shakedown in Continuous Media

Journal of Applied Mechanics, 1951
Abstract A new and simpler proof is given for a theorem due to Melan concerning the conditions under which an elastic-plastic body will “shake down” i.e., reach a residual stress state on which only elastic stresses are superimposed for all further variations of the surface loading stresses within limits prescribed at surface points. The
openaire   +2 more sources

An iterative method for shakedown analysis

Computer Methods in Applied Mechanics and Engineering, 2002
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Casciaro R, GARCEA, Giovanni
openaire   +3 more sources

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