| contributor author | Maura Lecce | |
| contributor author | Jeffrey A. Packer | |
| date accessioned | 2017-05-08T20:58:48Z | |
| date available | 2017-05-08T20:58:48Z | |
| date copyright | September 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9445%282003%29129%3A9%281250%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34126 | |
| description abstract | Previous research on nailed steel tubular lap splice connections has resulted in the development of design guidelines for shear, bearing, and net section fracture failure modes, for both static and fatigue loading. Since then, new stainless steel powder actuated fasteners (or “nails”) have been developed. This paper thereby presents the outcome of subsequent experimental research on stainless steel nailed lap splice connections. A total of 21 nailed connections, between pairs of tubes and pairs of plates, were tested under static loading and results confirm that current design guidelines are applicable for connections made with stainless steel nails. Furthermore, a total of 16 fatigue tests were conducted and the prior fatigue | |
| publisher | American Society of Civil Engineers | |
| title | Lap Splice Steel Connections with Stainless Steel Nails | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2003)129:9(1250) | |
| tree | Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 009 | |
| contenttype | Fulltext | |
