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Theoretical analysis of prestressed unequal-walled rectangular concrete-filled steel beams. [PDF]

Sci Rep
Su Q, Zhang Z, Li S.
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How microstructure impacts softwood stiffness? Hybrid multiscale homogenisation and AI-assisted sensitivity analyses

Thirion A, Königsberger M, Pech S, Füssl J.   +3 more
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On new first-order shear deformation plate theories

Mechanics Research Communications, 2016
This paper presents the variationally consistent first-order shear deformation plate theory based on Hamilton’s principle. The governing partial differential equation of motion, in terms of shear deformation, is of the sixth order per x and y. An advanced plate theory satisfying force equilibrium, in terms of bending deflection, of the fourth order is ...
Tomić, Marko, Senjanović, Ivo, Vladimir, Nikola   +2 more
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New First-Order Shear Deformation Plate Theories

Journal of Applied Mechanics, 2006
First-order shear deformation theories, one proposed by Reissner and another one by Mindlin, are widely in use, even today, because of their simplicity. In this paper, two new displacement based first-order shear deformation theories involving only two unknown functions, as against three functions in case of Reissner’s and Mindlin’s theories, are ...
SHIMPI, RP, PATEL, HG, ARYA, H
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On a consistent first-order shear-deformation theory for laminated plates

Composites Part B: Engineering, 1997
Abstract This paper systematically states the consistent first-order shear-deformation theory for laminated plates recently proposed by Qi and Knight. It assumes that only in an average sense does a straight line originally normal to the midplane remain straight and rotate relative to the normal of the midplane, and in a local sense a slight ...
Norman F. Knight, Yunqian Qi
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