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Topological optimisation technology of gravity dam section structure based on ANSYS partial differential equation operation

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22 nov 2021

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Fig. 1

Design area and its microstructure.
Design area and its microstructure.

Fig. 2

Grid dependency diagram.
Grid dependency diagram.

Fig. 3

Schematic diagrams of the basic structural optimisation of the non-overflow section of a concrete gravity dam when the downstream water level is 0
Schematic diagrams of the basic structural optimisation of the non-overflow section of a concrete gravity dam when the downstream water level is 0

Fig. 4

Topology optimisation unit result display
Topology optimisation unit result display