Abstract
In a recent theoretical work by the authors, a new theoretical approach to the cut-pile carpet compression based on elastic stored energy was developed. In this study, cut-pile compression behavior was experimentally investigated and the proposed theoretical model verified. Cut-pile carpet samples with three types of pile yarns and five pile density levels were produced and their compression behavior was tested under a constant compressive stress. Then the total energy of pile deformation was calculated and analyzed. Predicted results based on the presented theory show a fairly good agreement with experimental results.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
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.