| contributor author | Georg Josi | |
| contributor author | Gilbert Y. Grondin | |
| contributor author | Geoffrey L. Kulak | |
| date accessioned | 2017-05-08T21:25:14Z | |
| date available | 2017-05-08T21:25:14Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A6%28614%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50789 | |
| description abstract | It is customary in contemporary design for fatigue resistance of bolted connections to use slip-critical joints. However, many existing bridges are more likely to have bearing-type joints that use either rivets or high-strength bolts. Moreover, in many of these cases, hole patterns are staggered. Fatigue fracture of tension members with bearing-type joints that use staggered holes is observed to take place on a plane perpendicular to the axis of the member. The | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue of Joints with Staggered Holes | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:6(614) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 006 | |
| contenttype | Fulltext | |
