Abstract
AbstractThe bending of a thin elastic plate Ω [‐ho/2, ho/2] with bounded Ω ⊂ ℛ under transverse shear forces can be described by boundary value problems for a vector partial differential operator. The Dirichlet‐ and Neumann problems can be reformulated as a 3 × 3 system of boundary integral equations over δΩ. We study the integral operators and their singularities and investigate the Nyström method for the numerical solution of the boundary integral equations.
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: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
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.
