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Several design examples are presented using the proposed theory.
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Furthermore, results calculated from different size-dependent plate theories are compared by using the proposed unified plate theory and choosing the corresponding shape functions.
Built on this, an ontological development of the proposed theory using description logic rules is proposed.
The proposed theory is used to define specific CFmat values and survey plans for the concrete compressive strength and for the reinforcing steel yield strength.
The proposed theory can be used in switching design.
Combined with the artificial virtual spring technology, the proposed theory could be used to analyze the composite coupling system under various combinations of classical boundary conditions or arbitrary elastic boundary conditions.
Specifically, the proposed theory can be used for explaining why the above-mentioned statistical models lead to qualitatively similar types of receptive fields as the idealized receptive fields obtained from our theory.
Results from VAPAS for several cases have been compared with the exact hygrothermal solutions, classical lamination theory and first-order shear-deformation theory to demonstrate the accuracy and power of the proposed theory and use of VAPAS.
The proposed theory eliminates the use of shear correction factors which are otherwise required in Mindlin's plate theory.
To further extend the ranges of application of the proposed theory, an eight-node C0 continuous isoparametric element is used to model the proposed theory.
Then, using the proposed approach, a hyper-elastic theory is modified to consider the mentioned elastic plastic coupling effect in the whole domain of the elastoplastic behavior.
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