Strengthening, Monitoring and Life-cycle Assessment of Metallic Structures (II)


Full scale cast iron girders reinforced with CFRP - flexural testing

S. Moy1

1: University of Southampton, Southampton, United Kingdom


Smart SMA-based system for fatigue strengthening of cracked metallic bridge connections

M. Izadi1,2, M. Motavalli1,2, E. Ghafoori1

1: Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland
2: Department of civil engineering, University of Tehran, Tehran, Iran


Monitoring and control of the longest suspension bridge in Brazil during its complex rehabilitation process

C. Barbosa1, R. Martins2, C. Alves3, P. Faro2

1: HBM FiberSensing, Porto, Portugal
2: Teixeira Duarte, São Paulo, Brazil
3: Spectris do Brasil, São Paulo, Brazil


Experimental study on repairing of fatigue-cracked steel plates using high strength bolts and CFRP strips

Z. Lv1, X. Jiang1, X. Qiang2, J. Zhang3

1: Department of Bridge Engineering, College of Civil Engineering, Tongji University, Shanghai, China
2: Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai, China
3: JSTI Group, Nanjing, China


Experimetal research on durability of bonding reinforcement method for distortion-induced fatigue in steel bridges

C. Wang1, Y. Wang1, B. Cui1, J. Feng1

1: School of Highway, Chang'an University, Xi'an, China


Application of IRT for assessing the process of delamination of hybrid steel/FRP elements.

M. Dakhel1, T. Donchev1, Q.N. Mehraj1

1: Kingston University London, Kingston Upon Thames, United Kingdom


Mechanical behaviour of corroded prestressing steel strand

C. Jeon1, J. Lee1, C. Shim1

1: Chung-Ang University, Seoul, South Korea


Strengthening Effect of CFRP Bonded Steel Plate with Insufficient Bond Length

Y. Hidekuma1, T. Ishikawa2

1: NIPPON STEEL Chemical & Material Co., Ltd., Tokyo, Japan
2: Kansai University, Osaka, Japan