Behavior of a Steel Girder Bolted Splice Connection

References

1. Ibrahim, F.S. (1995). Development of Design Procedures for Steel Girder Bolted Splices, Ph.D. Dissertation, University of Texas at Austin, Austin, TX.
   
   
2. AASHTO. (2015). AASHTO LRFD Bridge Design Specifications, 7th Edition with 2015 Interims, American Association of State Highway and Transportation Officials, Washington, DC.
   
   
3. Research Council of Structural Connections. (2014). Specification for Structural Joints Using High-Strength Bolts, Research Council on Structural Connections, Chicago, IL.
   
   
4. AASHTO. (2017). AASHTO LRFD Bridge Design Specifications, 8th Edition, American Association of State Highway and Transportation Officials, Washington, DC.
   
   
5. ASTM A709/A709M. (2015). “Standard Specification for Structural Steel for Bridges,” Book of Standards Volume 01.04, ASTM International, West Conshohocken, PA.
   
   
6. ASTM F3125/F3125M. (2015). “Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions,” Book of Standards Volume 01.08, ASTM International, West Conshohocken, PA.
   
   
7. Dassault Systèmes^®. (2011). Abaqus/CAE User’s Manual Version 6.11-1, Dassault Systèmes Simulia Corp, Providence, RI.
   
   
8. Moore, A.M., Rassati, G.A., and Swanson, J.A. (2008). Evaluation of the Current Resistance Factors for High-Strength Bolts. Obtained from: http://www.boltcouncil.org/files/Current-Resistance-factor-report_final.pdf. Site last accessed March 20, 2017.