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Development of a New Steel ConnectionDevelopment of a New Steel Connection
- Other Titles
- Development of a New Steel Connection
- Issue Date
- 2006
- Publisher
- 한국강구조학회
- Keywords
- Wedge; Connection; Stel; Friction force; Beam splice1. Introductionof structural connection in civil and architectural constructionfields such as column splices; beam-to-column connections; beam splices and brace connections (Salmon and Johnson; 1996); Wedge; Connection; Stel; Friction force; Beam splice1. Introductionof structural connection in civil and architectural constructionfields such as column splices; beam-to-column connections; beam splices and brace connections (Salmon and Johnson; 1996)
- Citation
- International Journal of STEEL STRUCTURES, v.6, no.3, pp.209 - 213
- Journal Title
- International Journal of STEEL STRUCTURES
- Volume
- 6
- Number
- 3
- Start Page
- 209
- End Page
- 213
- ISSN
- 1598-2351
- Abstract
- A new connection method of stel members is currently under development. The concept of the new conection is basedon using wedges instead of high strength bolts. When a force is applied to the connected member, the face of the wedge exertsa lateral force and the friction force between the steel member and the wedge resists the applied force. As the applied forceodsto secure the contact between the steel member and the wedge were proposed and verified using uniaxial tension tests.Application of the new connection to beam splices was investigated using beam strength tests. Test results showed that thebeams could develop their strength at the splice locations without the failure of the new connection.
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