Abstract
In this paper, following the 1 st report, the behaviour of the continuous panel with an initial deflection under a compressive or tensile force combined with bending, was researched, and the numerical calculation of the effective rigidity was performed for the case that the force was in one direction. And it was proved experimentally, that the numerical results obtained in the 1 st and present reports, were applicable to the estimation of the rigidity and the strength of a box-shaped girder with an initial deflection.
Sign-in/Register to access full text options 
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 callDisclaimer: 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.
