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In this paper, a nonlinear Finite Element Model (FEM), based on shell element discretization, is used to analyze hydrostatically loaded reinforced concrete conical tanks.
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Three-dimensional finite element models of the substructures set with the ABAQUS code and based on shell elements are established in order to evaluate different modelling assumptions and local effects; and to calibrate a one-dimensional model conceived with the Drain-3DX code relying on layered beam column elements.
Two different 2D modelling approaches based on shell and beam elements, which were computationally less intensive, were evaluated against 3D solid element models in both bending and flexure.
Taxonomic assignments were made based on shell morphology.
This means that species identifications based on shell morphology have probably not resulted in reliable data.
Melanoides specimens were identified based on shell morphology using the relevant literature [ 30, 31].
A new improved Inverse Approach for the stamping simulation based on DKTRF shell element is presented.
The validation of the plane frame method is carried out with FE-analyses based on the shell element formulation.
The advanced blade modelling approach is based on a shell element model where the adhesive bondline in the trailing edge region is discretised by means of solid brick elements which are connected via Multi-Point-Constraint to the shell elements.
The underlying finite element model is based on layered shell elements with up to four different materials through the thickness and with nine design variables controlling the material thicknesses in different areas.
33 Current taxonomic concepts are based on shells recovered from surface sediments.
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