This model shows the application of member nonlinearities in a concrete shaft with a square floor plan. The evaluation is carried out using RFEM 5, which clearly displays the influence of slippage on the transfer of shear force through anchors. The linked image provides a technical display of the shaft, including geometric details of the anchor arrangement. The structure illustrates innovative approaches to the consideration of nonlinearities in concrete components. The parameters of concrete, shaft, anchor, shear force, and dowel are precisely taken into account.
Model Used in
Concrete Shaft with Shear Dowels
| Number of Nodes | 48 |
| Number of Lines | 68 |
| Number of Members | 24 |
| Number of Surfaces | 20 |
| Number of Load Cases | 3 |
| Number of Load Combinations | 1 |
| Total Weight | 1,538 t |
| Dimensions (Metric) | 1.000 x 1.000 x 1.020 m |
| Dimensions (Imperial) | 3.28 x 3.28 x 3.35 feet |
| Program Version | 5.25.01 |
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