Abstract
The method is applicable to problems where input loads are imposed from within the finite element model or to problems where disturbances outside the finite element model generate input data on the boundary. The method is general and not restricted by any special properties of the medium transmitting stress waves, nor to any frequency characteristics beyond those inherent in the definition of the finite element model. The method is valid for problems with confined nonlinearities, with linear behavior required only in the boundary zone surrounding the confined region. Several examples are presented to demonstrate the method.
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 callMore From: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts
Disclaimer: 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.
