Abstract
• Geometrically and materially non-linear finite element model using solid finite elements • Introduction of initial random imperfections of a steel beam subjected to lateral-torsional buckling • Polynomial approximation of the load-carrying capacity (LCC) of a steel beam with imperfections subjected to bending • Simulation computational analysis of the LCC of steel beams with initial random imperfections • Statistical and sensitivity analysis of the random LCC with emphasis on design percentiles and reliability
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.
