Torsional Behavior of Rectangular Beams
A Theoretical and Literature-Based Review of Structural Implications
Bibliographic Data
| ID | 22198484 |
|---|---|
| Authors | Mandeep Kaur (0000-0001-5163-4001), Harvinder Singh (0000-0002-7638-5598) |
| Year | 2023 |
| Volume | 4 |
| Issue | 1 |
| Publication date | 2023-06-30 |
| Open Access | Yes |
| Type | ARTICLE |
| Venue | ShodhKosh: Journal of Visual and Performing Arts (JOURNAL) |
| Journal identifiers | ISSN: 2582-7472 • E-ISSN: 2582-7472 |
| Publisher | Granthaalayah Publications and Printers (PUBLISHER • IN) |
| DOI | 10.29121/shodhkosh.v4.i1.2023.5085 |
| OpenAlex | W4410260520 |
| Language | EN |
| References cited | 1 |
The torsional behavior of rectangular beams has been widely investigated in structural and mechanical engineering due to their practical relevance in buildings, bridges, and mechanical systems. This paper presents a theoretical overview of the torsional response of rectangular cross-section beams, emphasizing how variations in geometry affect stiffness, warping, and stress development. Drawing on established research, it explores classical and modern understandings of torsion in non-circular sections. A synthesis of past findings reveals consistent challenges in modeling warping and identifies optimal aspect ratios for efficient torsional resistance
Structural engineering · Engineering · Materials Science · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Structural Load-Bearing Analysis
| Highly cited | No |
|---|