An adaptation of the approach based on the relative lengths to the Timoshenko beammodel is presented. The described beam element has two node with nine nodal unknown parametersto represent the plane movement of the section. The aim is to present an alternative strains - finiterotations representation by preserving the use of the total Lagrangian description and the linearity ofthe vector space operations.
Structural analysis involving finite rotations based on total Lagrangian description and vector space operations
LOPEZ, Salvatore
2015-01-01
Abstract
An adaptation of the approach based on the relative lengths to the Timoshenko beammodel is presented. The described beam element has two node with nine nodal unknown parametersto represent the plane movement of the section. The aim is to present an alternative strains - finiterotations representation by preserving the use of the total Lagrangian description and the linearity ofthe vector space operations.File in questo prodotto:
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