Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6751280 | Journal of Constructional Steel Research | 2017 | 13 Pages |
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
Authors
ZdenÄk Kala, Jan ValeÅ¡,