Novel Demountable Shear Connector for Accelerated Disassembly, Repair, or Replacement of Precast Steel-Concrete Composite Bridges
A novel demountable shear connector for precast steel-concrete composite bridges is presented. The connector uses high-strength steel bolts, which are fastened to the top flange of the steel beam with the aid of a special locking nut configuration that prevents bolts from slipping within their holes. Moreover, the connector promotes accelerated construction and overcomes the typical construction tolerance issues of precast structures. Most importantly, the connector allows bridge disassembly. Therefore, it can address different bridge deterioration scenarios with minimum disturbance to traffic flow including the following: (1) precast deck panels can be rapidly uplifted and replaced; (2) connectors can be rapidly removed and replaced; and (3) steel beams can be replaced, whereas precast decks and shear connectors can be reused. A series of push-out tests are conducted to assess the behavior of the connector and quantify the effect of important parameters. The experimental results show shear resistance, stiffness, and slip capacity significantly higher than those of welded shear studs along with superior stiffness and strength against slab uplift. Identical tests reveal negligible scatter in the shear load-slip displacement behavior. A design equation is proposed to predict the shear resistance with absolute error less than 8%.
- Record URL:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/32947845
- ©2017 American Society of Civil Engineers.
- Suwaed, Ahmed S H
- Karavasilis, Theodore L
- Publication Date: 2017-6
- Media Type: Web
- Pagination: 04017052
- TRT Terms: Bridge construction; Composite construction; Concrete bridges; Maintenance; Mathematical models; Precast concrete; Steel bridges
- Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; Materials;
- Accession Number: 01641885
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Jun 22 2017 3:02PM