Article ID Journal Published Year Pages File Type
6751280 Journal of Constructional Steel Research 2017 13 Pages PDF
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
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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