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Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid
https://orcid.org/https://orcid.org/0000-0003-3569-2855
https://orcid.org/https://orcid.org/0000-0002-0626-7473
The present study presents the effect of surrounding reservoir fluid on frequencies of the stiffened lock gate. It is comprised of a plate and a stiffener, which are formulated using Mindlin’s and Euler’s theories, respectively. The top of the fluid is considered free from any wave, that is, undisturbed. The unbounded fluid’s length is trimmed close to the gate. To establish an interrelationship between the gate and the fluid domain, the finite element approach is used. The frequencies of clamped and simply supported lock gate structures are evaluated using a FORTRAN computer code. The extents of the fluid domain are also varied to determine the frequencies of the gate, and the results are used for the comparison with an unstiffened lock gate. When the gate is subjected to any natural hazards, the present findings seem to be beneficial for designers.
Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid
https://orcid.org/https://orcid.org/0000-0003-3569-2855
https://orcid.org/https://orcid.org/0000-0002-0626-7473
The present study presents the effect of surrounding reservoir fluid on frequencies of the stiffened lock gate. It is comprised of a plate and a stiffener, which are formulated using Mindlin’s and Euler’s theories, respectively. The top of the fluid is considered free from any wave, that is, undisturbed. The unbounded fluid’s length is trimmed close to the gate. To establish an interrelationship between the gate and the fluid domain, the finite element approach is used. The frequencies of clamped and simply supported lock gate structures are evaluated using a FORTRAN computer code. The extents of the fluid domain are also varied to determine the frequencies of the gate, and the results are used for the comparison with an unstiffened lock gate. When the gate is subjected to any natural hazards, the present findings seem to be beneficial for designers.
Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid
https://orcid.org/https://orcid.org/0000-0003-3569-2855
https://orcid.org/https://orcid.org/0000-0002-0626-7473
The present study presents the effect of surrounding reservoir fluid on frequencies of the stiffened lock gate. It is comprised of a plate and a stiffener, which are formulated using Mindlin’s and Euler’s theories, respectively. The top of the fluid is considered free from any wave, that is, undisturbed. The unbounded fluid’s length is trimmed close to the gate. To establish an interrelationship between the gate and the fluid domain, the finite element approach is used. The frequencies of clamped and simply supported lock gate structures are evaluated using a FORTRAN computer code. The extents of the fluid domain are also varied to determine the frequencies of the gate, and the results are used for the comparison with an unstiffened lock gate. When the gate is subjected to any natural hazards, the present findings seem to be beneficial for designers.
Frequencies of Stiffened Lock Gate Coupled with Undisturbed Fluid
Lecture Notes in Civil Engineering
Kumar Shukla, Sanjay (editor) / Raman, Sudharshan N. (editor) / Bhattacharjee, Bishwajit (editor) / Bhattacharjee, J. (editor) / Singh, Deepak Kumar (author) / Pal, P. (author) / Duggal, S. K. (author)
2021-04-30
9 pages
Article/Chapter (Book)
Electronic Resource
English
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