| contributor author | Jeffrey A. Packer | |
| date accessioned | 2017-05-08T22:05:25Z | |
| date available | 2017-05-08T22:05:25Z | |
| date copyright | March 1995 | |
| date issued | 1995 | |
| identifier other | 22192447.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71047 | |
| description abstract | A novel method of reinforcement for welded-truss connections between hollow structural sections (HSS), in which the chord member is filled with concrete, is described. The behavior of concrete-filled T-, X-, and gapped K-connections is examined by means of tests on 31 filled and unfilled connections, and the effects of concrete filling on structural performance are established. It is shown that there is a significant improvement in strength for connections that have a branch member, or members, loaded in compression. Moreover, the strength of concrete-filled HSS connections can be adequately predicted by considering the bearing capacity of the confined concrete (under compression loading) or a subset of existing design expressions for unfilled HSS connections (under tension loading). | |
| publisher | American Society of Civil Engineers | |
| title | Concrete-Filled HSS Connections | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:3(458) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003 | |
| contenttype | Fulltext | |
