1 Phares, B. M, "Strengthening of Steel Girder Bridges Using FRP" 2003
2 Liu, H, "Prediction of fatigue life for CFRP-strengthened steel plates" 47 (47): 1069-1077, 2009
3 Colombi, P, "Plasticity induced fatigue crack growth retardation model for steel elements reinforced by composite patch" 43 : 63-76, 2005
4 Roach, D, "In-Situ Repair of Steel Bridges Using Advanced Composite Materials, International Bridge and Structure Management" Transportation Research Circular E-C128 269-285, 2008
5 National Research Council, "Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures"
6 Nakamura, H, "Fatigue Life Prediction for Fatigue Crack at Out-of-Plane Welded Gusset Joint Repaired with CFRP Strips" 57A : 842-851, 2011
7 Matsumoto, R, "Comparison of repair methods for fatigue crack initiated at welded toe between steel deck plate and vertical stiffener" 72 (72): 192-205, 2016
8 Chacon, A, "Applications of Advanced Composites to Steel Bridges a Case Study on the Ashland Bridge(Delaware-USA)" 8-, 2004
1 Phares, B. M, "Strengthening of Steel Girder Bridges Using FRP" 2003
2 Liu, H, "Prediction of fatigue life for CFRP-strengthened steel plates" 47 (47): 1069-1077, 2009
3 Colombi, P, "Plasticity induced fatigue crack growth retardation model for steel elements reinforced by composite patch" 43 : 63-76, 2005
4 Roach, D, "In-Situ Repair of Steel Bridges Using Advanced Composite Materials, International Bridge and Structure Management" Transportation Research Circular E-C128 269-285, 2008
5 National Research Council, "Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures"
6 Nakamura, H, "Fatigue Life Prediction for Fatigue Crack at Out-of-Plane Welded Gusset Joint Repaired with CFRP Strips" 57A : 842-851, 2011
7 Matsumoto, R, "Comparison of repair methods for fatigue crack initiated at welded toe between steel deck plate and vertical stiffener" 72 (72): 192-205, 2016
8 Chacon, A, "Applications of Advanced Composites to Steel Bridges a Case Study on the Ashland Bridge(Delaware-USA)" 8-, 2004