1. Analysis of Lateral Torsional Buckling Strength of Single Symmetric I Beam
- Author
-
Yu Xin Liu, Wei Hsun Hsu, Wei Ting Hsu, and Kun Ze Ho
- Subjects
Materials science ,business.industry ,Mechanical Engineering ,0211 other engineering and technologies ,Torsional buckling ,020101 civil engineering ,02 engineering and technology ,Structural engineering ,0201 civil engineering ,I-beam ,Mechanics of Materials ,021105 building & construction ,General Materials Science ,business - Abstract
This study evaluates the variation of the bending moment strength of the single symmetrical and double symmetrical I-beam design. This study compares the use of a double-symmetric I-section with a large, small flange, a single-symmetric I-section with a large compression and large tension flange. The study shows that the four sections have the largest wing strength with double-symmetric I-section, and the inelastic and elastic strengths are similar to those of the single-symmetric I-section, especially the elastic region is almost the same. In the plastic phase, the double symmetrical flanges have a high cross-sectional strength. In the inelastic phase, the intensity of two individual symmetrical sections of the same area is close to a double symmetrical section. The use of a single symmetrical I-beam can be preferred over a double-symmetric I-beam. This study provides a single-symmetric I-beam strength difference analysis, providing users with a variety of options for comparing cross-sections.
- Published
- 2020