Abstract
This paper presents a time-domain incremental nonlinear solution procedure for the hydro-elastoplastic analysis of floating plate structures subjected to external loads (impact and wave), in which elastoplastic material behavior is considered. The finite element method is employed to model the floating plate structures, whereas the boundary element method is used to model the surrounding fluid domain. The time-domain incremental coupled equations of motion are formulated using the impulse response functions for hydrodynamic coefficients. Through numerical examples, we demonstrate the capability of the proposed solution procedure.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
