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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM40026

Comprehensive Analysis of Dam Structures Under Hydrostatic Pressure Using STAAD.Pro

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM40026

Volume:

8 |

12 |

Dec 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

VP

Vishal Pataskar

PA

Pankaj Agrawal

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Abstract

This study explores the stress distribution in gravity dams, emphasizing the role of self-weight. Two 3D models of a gravity dam with identical geometry were analyzed using STAAD.Pro V8i SS5. One model considered only hydrostatic pressure, while the other included the self-weight of the dam. Finite Element Analysis (FEA) was performed to compute bending (MXY), membrane (SXY), and shear stresses (SQX, SQY), offering insights into internal forces within the structure. The analysis identified critical areas of stress concentration and highlighted the influence of self-weight on overall stress patterns. By examining key stress parameters, this study underscores the importance of considering self-weight in gravity dam design to ensure structural integrity.

KEYWORDS

Gravity dams hydrostatic pressure self-weight shear stress bending stress structural analysis STAAD

Cite This Article

Vishal Pataskar, Pankaj Agrawal, "Comprehensive Analysis of Dam Structures Under Hydrostatic Pressure Using STAAD.Pro," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 12, Dec 2024.

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Publication Date

12/22/2024

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Double-Blind Peer Review

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