الفهرس | Only 14 pages are availabe for public view |
Abstract In this research, emphasis was placed on the study of cold-formed steel beams with edge stiffened holes, to study the effect of steel thickness, hole size and shape, and the height of the edge stiffener on the flexural strength of this type of beams, and to conduct a numerical study using (ABAQUS) software, to compare previous numerical and experimental results, on a number of cold-formed steel beams, and also to make a parametric study on a number of beams to study the impact of the aforementioned parameters, followed by a numerical and analytical study using CUFSM program to calculate the elastic distortional buckling moment of the sections under study. |