Simulation of focusing waves and local line forces due to wave impacts on a tripod structure

Publikation: KonferenzbeitragPaperForschungPeer-Review

Autoren

  • A. Hildebrandt
  • V. Sriram
  • T. Schlurmann
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Details

OriginalspracheDeutsch
Seiten575-581
Seitenumfang7
PublikationsstatusVeröffentlicht - 2013

Abstract

This paper presents the wave breaking using wave packets and subsequent loads on a tripod structure from physical model tests and numerical simulations. For modeling the large scale experiments, the weakly coupled approach has been used. The numerical procedure is described as well as the validation of the weakly coupled model with measurements in the large wave flume are reported. Further, the impact areas due to a broken wave, a curled wave front as well as for wave breaking directly at the structure with a partly vertical wave front are compared to each other. Line forces in terms of slamming coefficients with variation in time and space are derived from numerical results. Finally, the results are briefly discussed in comparison to other slamming studies. Copyright © 2013 by the International Society of Offshore and Polar Engineers (ISOPE).

Schlagwörter

    FNPT-NS, Impact simulation, Line force, Slamming coefficient, VOF, Wave impact, Weak coupling, Line forces, Wave impacts, Weak couplings, Oceanography, Wavefronts, Offshore structures

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Simulation of focusing waves and local line forces due to wave impacts on a tripod structure. / Hildebrandt, A.; Sriram, V.; Schlurmann, T.
2013. 575-581.

Publikation: KonferenzbeitragPaperForschungPeer-Review

Download
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AU - Sriram, V.

AU - Schlurmann, T.

N1 - Cited By :16 Export Date: 1 February 2021

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AB - This paper presents the wave breaking using wave packets and subsequent loads on a tripod structure from physical model tests and numerical simulations. For modeling the large scale experiments, the weakly coupled approach has been used. The numerical procedure is described as well as the validation of the weakly coupled model with measurements in the large wave flume are reported. Further, the impact areas due to a broken wave, a curled wave front as well as for wave breaking directly at the structure with a partly vertical wave front are compared to each other. Line forces in terms of slamming coefficients with variation in time and space are derived from numerical results. Finally, the results are briefly discussed in comparison to other slamming studies. Copyright © 2013 by the International Society of Offshore and Polar Engineers (ISOPE).

KW - FNPT-NS

KW - Impact simulation

KW - Line force

KW - Slamming coefficient

KW - VOF

KW - Wave impact

KW - Weak coupling

KW - Line forces

KW - Wave impacts

KW - Weak couplings

KW - Oceanography

KW - Wavefronts

KW - Offshore structures

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SP - 575

EP - 581

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