Abstract
Dynamic response of fully clamped sandwich beams with a metal foam core under low-velocity impact is investigated experimentally and theoretically. Failure modes of metal sandwich beams are identified and competing initial failure mechanism map depending on the geometries and material properties is constructed to characterize the initial failure mechanism. A fracture criterion of the maximum allowed deflection is proposed based on the maximum tensile strain of face sheets to evaluate the fracture-resistance of sandwich beams. Effects of loading location, geometries, and material properties are also considered for both initial failure and final fracture. Good agreement is achieved between the experimental results and theoretical predictions. It is shown that the loading location, geometries, and material properties have significant effects on low-velocity impact response of sandwich beams.
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.