Wave interaction with caisson breakwater considering large sliding movements in mesh-free Lagrangian coordinate

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Taherkhani Amir; AKBARI HASAN

Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF MARINE ENGINEERING Year:2019 | Volume:14 | Issue:28 Page(s): 109-116

Download Full-Text

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

View:

474

Download:

Cites:

Information Journal Paper

Title

Wave interaction with caisson breakwater considering large sliding movements in mesh-free Lagrangian coordinate

Author(s)

Taherkhani Amir | AKBARI HASAN | Issue Writer Certificate

Keywords

Caisson breakwaterQ1

Modified boundary conditionQ1

Smoothed Particle HydrodynamicQ1

Dynamic boundary conditionQ1

Abstract

An important point in design of coastal structures is their structural response to design waves. In this study, wave interaction with a Caisson breakwater is studied numerically by means of a modified SPH method. An efficient method is introduced to take into account the static and dynamic sliding forces at the interface boundary beneath the caisson. After a validation test, a time history analysis is done to investigate the structural response of a Caisson breakwater against waves. The results are compared with experimental data as well as with similar numerical outcomes. There are good compatibilities between the experiments and the predicted values regarding both caisson movements and applied wave forces. In addition, three different solid boundary conditions are applied and it is concluded that utilizing a Dynamic boundary condition is computationally efficient and numerically appropriate for modeling the problems involve with solid-fluid interactions.

Cites

No record.

References

No record.

Cite

APA: Copy

Taherkhani, Amir, & AKBARI, HASAN. (2019). Wave interaction with caisson breakwater considering large sliding movements in mesh-free Lagrangian coordinate. JOURNAL OF MARINE ENGINEERING, 14(28 ), 109-116. SID. https://sid.ir/paper/61008/en

Vancouver: Copy

Taherkhani Amir, AKBARI HASAN. Wave interaction with caisson breakwater considering large sliding movements in mesh-free Lagrangian coordinate. JOURNAL OF MARINE ENGINEERING[Internet]. 2019;14(28 ):109-116. Available from: https://sid.ir/paper/61008/en

IEEE: Copy

Amir Taherkhani, and HASAN AKBARI, “Wave interaction with caisson breakwater considering large sliding movements in mesh-free Lagrangian coordinate,” JOURNAL OF MARINE ENGINEERING, vol. 14, no. 28 , pp. 109–116, 2019, [Online]. Available: https://sid.ir/paper/61008/en

Related Journal Papers