Th.3.B
Strengthening, Monitoring and Life-cycle Assessment of Metallic Structures (II)

Th.3.B.1

Full scale cast iron girders reinforced with CFRP - flexural testing

S. Moy1

1: University of Southampton, Southampton, United Kingdom

Th.3.B.2

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

Th.3.B.3

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

Th.3.B.4

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

Th.3.B.5

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

Th.3.B.6

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

Th.3.B.7

Mechanical behaviour of corroded prestressing steel strand

C. Jeon1, J. Lee1, C. Shim1

1: Chung-Ang University, Seoul, South Korea

Th.3.B.8

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