Abstract

The Walsh differential operator approach has much to recommend it from the point of view of computational efficiency over the standard methods for determining the interlaminar tractions from finite element displacement data as may be seen from the simplicity of the Fortran routine and the ease with which the nonlinear traction tems may be modeled

Full Text
Paper version not known

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 call

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.