Stručni rad
https://doi.org/10.31534/engmod.2023.2.ri.03a
Stability Analysis of a Concrete Arch Gravity Dam by 3D Finite Element Technique
Sougata Mukherjee
; Civil Engineering Department, National Institute of Tehnology, Hamirpur, INDIA
Nallasivam Kanagaraj
; Civil Engineering Department, National Institute of Tehnology, Hamirpur, INDIA
Sažetak
This research aims to determine the static response of an arch dam before undertaking a dynamic analysis of the dam due to hydrodynamic and seismic stresses. An arch dam with soil interaction, a dam without soil contact, and a dam between soil and reservoir system were all modelled using ANSYS finite element software. The research intends to determine various deformations and stresses caused by the loads attributed to arch dams in different dam systems. Many different outcomes are mapped out and discussed, mainly as weight differences.
Ključne riječi
concrete arch dam; Finite element method; ANSYS FEM models; static analysis
Hrčak ID:
308759
URI
Datum izdavanja:
21.7.2023.
Posjeta: 1.041 *