ПАРАМЕТАРСКА АНАЛИЗА СТАБИЛНОСТИ ЧЕЛИЧНИХ РАМОВА ПРИМЕНОМ СОФТВЕРА АBAQUS
Abstract
The focus of this work is the parametric analysis of the stability of G and spatial frames with an introduced initial geometric imperfection. It investigates the influence of different types of angle stiffeners (box, diagonal, and combined) and numerical factors (mesh element type and mesh size in Abaqus) on the stability of these structures, with the aim of optimizing their design.
Fields of Study & Subjects
Structural Analysis and Optimization
Composite Structure Analysis and Optimization
Topology Optimization in Engineering
Publication details
- Journal / source
- Zbornik radova Fakulteta tehničkih nauka u Novom Sadu
- Volume
- 40
- Issue
- 10
- Pages
- 1061–1064
- Publication date
- 2 January 2026