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The characteristics of the energy harvester and the storage element are implemented in software.
Four-node and 9-node astrain strain elements based on the partial mixed Hellinger Reissner variational functional and a 4-node assumed natural strain (ANS) element are implemented in B-spline surface representation.
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The guardian group (or simply guardian) element was implemented as an implementation type called "implementation.guardian" using the Tuscany SPI (Sect. 2.2). Figure 6 depicts the pseudoschema of this new implementation type.
The element is implemented using the Abaqus subroutine "User Element".
The element was implemented through a user-programmable element of the commercial finite element software ANSYS.
A four-node non-conforming rectangular plate bending element is implemented for the analysis.
A C0 quadratic beam finite element is implemented to model the HOZT for the present analysis.
This element is implemented in Abaqus by means of a user subroutine UEL.
The element is implemented in a co-rotational large-deformation computer program for frame structures.
Second, a user-defined subroutine for this newly developed element is implemented into ABAQUS.
Partial dataset transfer from the storage element is implemented in the visualization e-service.
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