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

Xin Guan

Xin Guan

Yellow River Conservancy Technical InstituteKaifeng, China
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Guan, Xin
, 
Peng Yao

Peng Yao

Yellow River Conservancy Technical InstituteKaifeng, China
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Yao, Peng
, 
Reem Alotaibi

Reem Alotaibi

Department of Information Technology, Faculty of Computing and Information Technology, King Abdulaziz UniversityJeddah, Saudi Arabia
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Alotaibi, Reem
 e 
Hamdy M. Mohamed

Hamdy M. Mohamed

Applied Science UniversityKingdom of Bahrain
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Mohamed, Hamdy M.
  
22 nov 2021
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Pubblicato online: 22 nov 2021
Pagine: 771 - 782
Ricevuto: 17 giu 2021
Accettato: 24 set 2021
DOI: https://doi.org/10.2478/amns.2021.2.00051
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© 2021 Xin Guan et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

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
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Scienze biologiche, Scienze della vita, altro, Matematica, Matematica applicata, Matematica generale, Fisica, Fisica, altro
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