| dc.contributor.author | Georg Josi | |
| dc.contributor.author | Gilbert Y. Grondin | |
| dc.contributor.author | Geoffrey L. Kulak | |
| dc.date.accessioned | 2017-05-08T21:25:14Z | |
| dc.date.available | 2017-05-08T21:25:14Z | |
| dc.date.copyright | November 2004 | |
| dc.date.issued | 2004 | |
| dc.identifier.other | %28asce%291084-0702%282004%299%3A6%28614%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/50789 | |
| dc.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 | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Fatigue of Joints with Staggered Holes | |
| dc.type | Journal Paper | |
| dc.journal.volume | 9 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1084-0702(2004)9:6(614) | |
| dc.tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 006 | |
| dc.contenttype | Fulltext | |
