We.2.B
Damage Control, Repair and Strengthening (III)

We.2.B.1
  Full Paper

Thermal modeling for the prediction of the epoxy adhesive service temperature used in CFRP strengthening of RC bridges

M. Breveglieri1, C. Czaderski1

1: Empa - Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland

We.2.B.2
  Full Paper

Rehabilitation of Mohammed Al-Qassim Bridge after Fire Attack Using CFRP Sheets: A Case Study

N. Oukaili1, A. Allawi1, A. Al-Bayati1, A. Issa1, A. Izzat1

1: Professor, University of Baghdad, Iraq

We.2.B.3
  Full Paper

Influence of FRP Repair on the Axial Behavior of Fire Damaged Concrete

U. Demir1, G. Unal1, A.F. Sert1, R.O. Calis1, A. Ilki1

1: Istanbul Technical University, Istanbul, Turkey

We.2.B.4
  Full Paper

Size Effect of RC Beams Strengthened in Shear with EB CFRP L-Shape Laminates

Z.E.A. Benzeguir1, G. El-Saikaly1, O. Chaallal1

1: Ecole de technologie superieure (ETS), University of Quebec, Montreal, Canada

We.2.B.5
  Full Paper

Study on new strengthening method using a soft layer of polyurea and prefabricated CFRP plate for the prevention of peel off

A. Komori1, S. Sakurai1, S. Hino2

1: NIPPON STEEL Chemical & Material Co., LTD., Tokyo, Japan
2: OITA NATIONAL COLLEGE OF TECHNOLOGY, Oita, Japan

We.2.B.6
  Full Paper

Performance of Continuous Concrete Beams with Reinforced FRP Bars and Sheets

S. Aragao Almeida Junior1, A. Parvin1

1: The University of Toledo, Toledo, USA

We.2.B.7
  Full Paper

Predicting service life extension and cost due to different repairs on concrete structures under marine environment

A. Petcherdchoo1, K. Punthutaecha2

1: King Mongkut's University of Technology North Bangkok, Bangkok, Thailand
2: Department of Rural Roads, Ministry of Transport, Bangkok, Thailand

We.2.B.8
  Full Paper

Use of cement based grouts in the rehabilitation of concrete dams: a review

J.R. Marques Conde da Silva1

1: National Laboratory for Civil Engineering, Lisbon, Portugal