Abstract
Multilayer laminated glass columns have been widely used instead of monolithic ones. The lack of test data of columns with ionomer interlayers, a general and unified formula for determining the buckling resistance, and a well-proven design method limits the application of laminated glass columns. To this end, compressive tests were conducted on multilayer laminated glass columns, taking the height and sectional configuration (thickness, glass layers and interlayer types) as variables. The comparison between test, numerical and analytical results emphasizes the applicability of the existing formulae in determining buckling resistance and the attention to the viscoelastic interaction. Then, a tensile-stress-controlled buckling curve was proposed and validated based on the present and published data. Finally, a comparative study based on the full viscoelastic methods implies that the quasi-elastic approximation can be adopted when the interlayers' viscoelasticity is considered. The rubbery limit can be used as the designed buckling resistance for columns with polyvinyl butyral (PVB) but is conservative for those with an ionomer interlayer.
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.