Title of article
Modeling of Vertical Breakwater Wall under Bilateral Seawater Load
Author/Authors
Abdolmaleki, Masoud Department of Civil Engineering - Roudehen Branch - Islamic Azad University - Roudehen, Iran , Kamalan, Hamdireza Department of Civil Engineering - Pardis Branch - Islamic Azad University - Pardis, Iran
Pages
9
From page
89
To page
97
Abstract
Floating breakwaters are widely used, recently. On this basis, numerous researches have been done on their bracing types and hydrodynamics recent times. In this study, stresses caused by induced waves have been numerically modeled. For this purpose, samples of floating breakwaters have been simulated in ANSYS software. First, AQWA tool in ANSYS finite element software has been utilized. Afterward, forces caused by the waves have been calculated utilizing this module of the software. Then, the results have been entered into the MECHANICAL module to enable fulfilling stress analysis. Next, concluding results of modeling have been verified through comparison with laboratory measurements. Finally, the stresses in the breakwater body have been estimated. The results show that induced waves with a period similar to the natural period of the structure causes the maximum stress. Besides, each period of waves causes different heights. The highest wave within a specific period causes the utmost stress.
Keywords
Finite element method , Bilateral interaction , Breakwater wall , Seismic analysis , Numerical modeling
Journal title
Astroparticle Physics
Serial Year
2019
Record number
2454716
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