Abstract
A new development in the automatic mesh generation of quadrilateral elements is described and nearly optimal mesh design using this type of mesh generator in adaptive FE (finite element) analysis is presented. Numerical experiments show that the prescribed accuracy is achieved with the optimal rate of convergence obtained. A preliminary comparison is made on the performance of linear triangular and bilinear quadrilateral elements in the adaptive FE stress analysis.
Published Version
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.
