Cable-Stay Strand Residual Strength Related to Security Threats

References

1. FHWA. (2003). Recommendations for Bridge and Tunnel Security, Report No. FHWA-IF-03-036, Federal Highway Administration, Washington DC.
   
   
2. ASTM A416/A416M. (2016). “Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete.” Book of Standards Volume 01.04. ASTM International, West Conshohocken, PA.
   
   
3. ASTM A1061/A1061M. (2016). “Standard Test Methods for Testing Multi-Wire Steel Prestressing Strand.” Book of Standards Volume 01.04. ASTM International, West Conshohocken, PA.
   
   
4. ASTM E8/E8M. (2016). “Standard Test Methods for Tension Testing of Metallic Materials.” Book of Standards Volume 03.01, ASTM International, West Conshohocken, PA.
   
   
5. PTI. (2012). “Recommendations for Stay Cable Design, Testing, and Installation.” PTI DC45.1. Post-Tensioning Institute, Farmington Hills, MI.
   
   
6. ASTM E384. (2016). “Standard Test Method for Microindentation Hardness of Materials.” Book of Standards Volume 03.01. ASTM International, West Conshohocken, PA.
   
   
7. Robertson, L., Dundorova, Z., Gales, J., Vega, E., Smith, H., Stratford, T., Blackford, J., and Bisby, L. (2013). “Microstructural and Mechanical Characterization of Post-Tensioning Strands Following Elevated Temperature Exposure.” Presented at the Application of Structural Fire Engineering Conference, Prague, Czech Republic.

^[1] 1 kip equals 1,000 lb.

^[2] ASTM E384 is only written in metric, although 500-g force is equal to 1.102 lb.⁽⁶⁾