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As skin ages, it becomes less firm and less elastic — problems that can be exacerbated by sun exposure.
A finite-strip geometric nonlinear analysis is presented for elastic problems involving folded-plate structures.
The paper proposes two quadrilateral finite elements for the analysis of plane elastic problems.
Two-dimensional structural optimisation is investigated in detail exploring single and multiple load case elastic problems.
However, the DDM in its original form is limited to elastic problems.
The formulation is based on an orthotropic principal axis theory recently developed for nonlinear elastic problems.
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The 3D elastic problem has not been widely studied because of the computational burden.
To solve the elastic problem a boundary elements approach is used with self-equilibrated square elements.
The two-dimensional elastic problem is solved numerically using a nonlinear finite element procedure.
The method is exemplified by solving a linear elastic problem for a composite material with layered hierarchical structure.
Moreover, this strain-driven nonlocal elastic problem has been shown to be ill-posed, being conflicting with equilibrium requirements.
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