Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1994.10a
- /
- Pages.356-361
- /
- 1994
A Study on Strength of Shear Connectors in Composite Beams of Steel and Lightweight Concrete Slabs
경량콘크리트 슬래브와 철골보의 합성보에서 쉬어 코넥터의 강도에 관한 연구
Abstract
From the previous experimental test results, it has shown that shear that shear strength in lightweight concrete beams was about 85% on that in normal concrete beams. It is speculated that shear connectors in composite beams of steel and lightweight concrete associated with the longitudinal shear strength decrease more in strength than those in normal concrete. So this paper, as a study on strength of shear connectors in composite beams of steel and lightweight concrete slabs, has a purpose to compare the strength formula resulted from the push-out test of thirteen solid slab and four deck Plate slab with the established ones, and then to suggest a proper strength formula of the shear connectors. The established strength formula of the shear connectors is prescribed for
Keywords