Study on the Bending Performance of Prefabricated H-Shaped Steel Beams with Different Bolt Hole Types
This paper investigates the structural performance of a new prefabricated H-shaped steel beam assembled using high-strength bolts under three-point bending. The study evaluates four bolt hole types in five layout schemes through experimental tests. The results show that specimens with standard round holes in both the H-shaped steel and connecting plates exhibited 11% to 30% higher flexural bearing capacity compared to other hole types. Additionally, ANSYS simulations closely matched the experimental results, with a 6% difference. The research results provide important references for the design of prefabricated H-shaped steel beams with different bolt hole types, offering a practical foundation for enhancing the flexural performance of steel beam designs.
Authors
- Shuaike Feng (ORCID: https://orcid.org/0000-0003-0602-5973)
- Dawei Fan (ORCID: https://orcid.org/0000-0001-7840-2075)
- Xin Zhang (ORCID: https://orcid.org/0000-0001-8663-5637)
- Han Cao (ORCID: https://orcid.org/0000-0001-6713-7456)
- Zhang Fang (ORCID: https://orcid.org/0000-0003-3159-0579)
- S Yu
Institutions
- Chongqing Construction Engineering Investment Holding (China) (CN)
- Shandong Jianzhu University (CN)
Publication Details
- Journal
- Buildings
- Published
- 2024-09-20
- DOI
- https://doi.org/10.3390/buildings14092988
- Citations
- 2
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.52