原文传递
Tensile Capacity of Welded Shear Studs.
| 题名： | Tensile Capacity of Welded Shear Studs. |
| 作者： | J. M. Mouras; J. P. Sutton; K. H. Frank; E. B. Williamson; |
| 关键词： | bridges,shear studs,tensile capacity;tension forces, fractured girder, intact bridge components; |
| 摘要： | The ability of shear studs to transfer vertical tension forces from a fractured girder to intact bridge components was investigated. The effect of haunches in the deck, stud length, number of studs, and arrangement of the studs was evaluated in static and dynamic tests. Revised stud strength provisions were developed, which included the effect of a haunch upon stud capacity. / Title Note: Technical rept. / Supplementary Notes: Sponsored by Texas Dept. of Transportation, Austin. Research and Technology Implementation Office. and Federal Highway Administration, Austin, TX. Texas Div. / Availability Note: Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5301 Shawnee Road, Alexandria, VA, 22312, USA. / NTIS Prices: PC A09 / NTIS In-house Control Codes: dotour/dotfha;12091,1101 |
| 报告类型： | 科技报告 |
相关文献
- Tensile Capacity of Welded Shear Studs
- LARGE STUDS FOR COMPOSITE ACTION IN STEEL BRIDGE GIRDERS.
- Design of Composite Steel Beams for Bridges.
- Axial Force Transfer Mechanisms Within Cast-In-Steel-Shell Piles.
- Steel Bridge System with Delayed Composite Action.
- LONG-SPAN DEEP-CORRUGATED STRUCTURAL PLATE ARCHES WITH ENCASED-CONCRETE COMPOSITE RIBS.
检索历史
应用推荐
