1981
DOI: 10.1016/0021-8928(81)90022-8
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On the best position of elastic symmetry planes in an orthotropic body

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Cited by 16 publications
(7 citation statements)
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“…A different approach is taken in Section 4 below, where the strain energy will be minimized directly. While Result 1 is not new but has been derived by several authors [16,14,5,19,2,15], the present derivation is novel and explicit. In particular, it allows us to go further and obtain the condition necessary for a minimum or maximum.…”
Section: Condition For Stationary Strain Energymentioning
confidence: 78%
See 1 more Smart Citation
“…A different approach is taken in Section 4 below, where the strain energy will be minimized directly. While Result 1 is not new but has been derived by several authors [16,14,5,19,2,15], the present derivation is novel and explicit. In particular, it allows us to go further and obtain the condition necessary for a minimum or maximum.…”
Section: Condition For Stationary Strain Energymentioning
confidence: 78%
“…The general problem of determining optimal orientations in anisotropic elasticity has been the subject of several studies in the last two decades, beginning with the work of Seregin and Troitskii [16] in the context of orthotropic solids. They determined the important coaxiality condition: a minimum or maximum of strain energy requires that the stress and strain share common principal axes.…”
Section: Introductionmentioning
confidence: 99%
“…However, the optimality conditions can be rewritten in terms of strains as [7] FISle=DI823831, F28~=D2812831, Note that due to (5.7) there are only three independent equations in (5.8) for determination of Euler angles | @ 2, and | 3-It appears that the system includes 32 solutions in terms of Euler angles. However.…”
Section: Numerical Examplementioning
confidence: 98%
“…Indeed, from the optimal design of anisotropic elastic solids (see e.g. [18,20,21]), it is well known that the symmetry axes characterizing a maximum (or a minimum) stiffness layout are aligned to the principal stress directions. Unlike the approach followed in [9], where this alignment was iteratively enforced within the solution procedure, here the orientation field hðz 1 ; z 2 Þ is added to the unknown variables, and the expected alignment of symmetry axes and principal stress directions spontaneously arises from the minimization procedure.…”
Section: Problem Formulationmentioning
confidence: 99%