R5 Huawen, Ye, Konig, Christian, Ummenhofer, Thomas, Schizhong, Quing and Plum, Robin. Performance of “Fatigue Tension Steel Plates Strengthened with Prestressed CFRP Laminates.” ASCE Journal of Composites for Construction, Vol. 14, issue 5 (Oct. 2010), pp. 609-615. R6 Jones, Sean, and Civjan, Scott. of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life.” “Application ASCE Vol. 7, issue 4 (Nov. 2003), pp. 331-338. Journal of Composites for Construction, R7 Liu, Hongbo, Al-Mahadi, Riadh and Zhao, Xiao-Ling: Study of Fatigue Crack Growth Behavior in “Experimental Adhesively Reinforced Steel Structures.” In Vol. 90, no. 1, August 2009. Composite Structures, R8 Masuelli, Martin Alberto. 1: Introduction of Polymers Polymers and Composites: “Chapter − Concepts, Properties and Processes.” via Fiber Reinforced Polymers The Technology Applied for Concrete Repair, – INTECH, CC BY 3.0 license, published January 23, 2013. R9 Täljsten, Björn, Hansen, Christian Skodborg and Schmidt, Jacob Wittrup. of Old Metallic Structures “Strengthening in Fatigue with Prestressed and Non-Prestressed CFRP Laminates.” Vol. 23, no. Construction and Building Materials, 4, March 2009, pp. 1665-1677. R10 Tsouvalis, Nicholas G., Mirisiotis, Lazarus S. and Dimou, Dimitris N. and Numerical Study of “Experimental Fatigue Behavior of Composite Patch Reinforced Cracked Steel Plate.” Vol. 31, International Journal of Fatigue, no. 10, pp. 1637, September 2009. R11 U.S. Department of Transportation. Federal Highway Administration. Manual for Repair and Retrofit of Fatigue March 2013. FHWA Publication No. FHWA-IF-13-020. Cracks in Steel Bridges. R12 What is carbon fiber? Zoltek Worldwide. Page 1 Image Sources Cracked green bridge structure: Reza Haghani et al., Fatigue-Prone Details in Steel Bridges (Figure 2) MDPI. Used with permission. Woven carbon fiber: 2009 Racingjeff, Wikimedia Commons Alexander Kielland Drilling Platform Structural Failure Norwegian North Sea | March 27, 1980
R5 Huawen, Ye, Konig, Christian, Ummenhofer, Thomas, Schizhong, Quing and Plum, Robin. “Fatigue Performance of Tension Steel Plates Strengthened with Prestressed CFRP Laminates.” ASCE Journal of Composites for Construction, Vol. 14, issue 5 (Oct. 2010), pp. 609-615. R6 Jones, Sean, and Civjan, Scott. “Application of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life.” ASCE Journal of Composites for Construction, Vol. 7, issue 4 (Nov. 2003), pp. 331-338. R7 Liu, Hongbo, Al-Mahadi, Riadh and Zhao, Xiao-Ling: “Experimental Study of Fatigue Crack Growth Behavior in Adhesively Reinforced Steel Structures.” In Composite Structures, Vol. 90, no. 1, August 2009. R8 Masuelli, Martin Alberto. “Chapter 1: Introduction of Polymers − Polymers and Composites: Concepts, Properties and Processes.” Fiber Reinforced Polymers – The Technology Applied for Concrete Repair, via INTECH, CC BY 3.0 license, published January 23, 2013. R9 Täljsten, Björn, Hansen, Christian Skodborg and Schmidt, Jacob Wittrup. “Strengthening of Old Metallic Structures in Fatigue with Prestressed and Non-Prestressed CFRP Laminates.” Construction and Building Materials, Vol. 23, no. 4, March 2009, pp. 1665-1677. R10 Tsouvalis, Nicholas G., Mirisiotis, Lazarus S. and Dimou, Dimitris N. “Experimental and Numerical Study of Fatigue Behavior of Composite Patch Reinforced Cracked Steel Plate.” International Journal of Fatigue, Vol. 31, no. 10, pp. 1637, September 2009. R11 U.S. Department of Transportation. Federal Highway Administration. Manual for Repair and Retrofit of Fatigue Cracks in Steel Bridges. March 2013. FHWA Publication No. FHWA-IF-13-020. R12 What is carbon fiber? Zoltek Worldwide. Page 1 Image Sources Cracked green bridge structure: Reza Haghani et al., Fatigue-Prone Details in Steel Bridges (Figure 2) MDPI. Used with permission. Woven carbon fiber: 2009 Racingjeff, Wikimedia Commons Alexander Kielland Drilling Platform Structural Failure Norwegian North Sea | March 27, 1980
uoh_carbonfiber_lesson01_activity1_guidelinesrubric_v5_tedl.docx