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Evaluation of quinoa (Chenopodium quinoa Willd.) genotypes using genotype by trait (GT) and genotype by yield × trait (GYT) methods. [PDF]
Saravani AF, Rabiei B, Laki ES.
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Transient Contact Elastic-Plastic Characteristics Analysis of Rail Welded Joints in Heavy-Haul Railways. [PDF]
Liu C, Wang Z.
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Dynamic response of bi-directional gradient sandwich circular plates under multiple explosive loading. [PDF]
Wang H +8 more
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Theorems of restricted dynamic shakedown
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Polizzotto C +3 more
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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
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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
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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
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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
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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
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Influence of shear yield strength of rail material on the shakedown limit in shakedown map
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
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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
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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
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An iterative method for shakedown analysis
Computer Methods in Applied Mechanics and Engineering, 2002zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Casciaro R, GARCEA, Giovanni
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