Title of the paper |
Author(s) |
ID |
Long term behavior of epoxy adhesives and FRP’s for strengthening of concrete | Czaderski, C., Meier, U. | 17 |
20 Years of CFRP in Kentucky’s Bridges | Harik, I., Peiris, A. | 19 |
Fatigue and durability of laminated carbon fibre reinforced polymer straps for bridge suspenders | Terrasi, G.P., Baschnagel, F., Gao, J., Meier, U., Widmann, R. | 28 |
Flexural strengthening of reinforced concrete beams using externally bonded FRP laminates prestressed with a new method | Yang, J., Haghani, R., Al-Emrani, M. | 34 |
Post-tensioned CFRP strap elements for civil engineering applications | Keller, T. | 83 |
Design of CFRP pre-stressed double-tee girders and experimental behavior under service load | Spadea, S., Rossini, M., Nanni, A. | 89 |
Experimental and numerical study on the bond slip laws of adhesively bonded FRPs | Sedlmair, R., Stempniewski, L, Walendy, B. | 93 |
Behaviour of Prestressed CFRP Anchorages under Freeze-Thaw Cycle Exposure | Harmanci, Y.E., Michels, J., Chatzi, E. | 110 |
Experimental investigation of time - dependent shear deformation in RC beams strengthened with CFRP straps | Jin, F., Lees, J.M. | 139 |
Long-term applications of CFRP prestressing in Canada | Green, M.F. | 201 |
Torsional behavior of hollow - core FRP - concrete - steel bridge columns | Anumolu, S., Abdelkarim, O.I., Abdulazeez, M.M., Gheni, A., ElGawady, M.A. | 225 |
Impact of Professor Urs Meier in application of CFRP composites in structural strengthening in Iran. | Najafi, J. | 275 |
Effects of loading rate on the behaviour of CFRP strengthened steel members | Kadhim, M.M.A., Wu, Z., Cunningham, L.S. | 278 |
Recent contributions from UMinho and Empa on durability issues of flexural strengthening of RC slab with EB CFRP laminates | Sena-Cruz, J., Michels, J., Correia, L. Silva, P., Fernandes, P., Fança, P.M., Czaderski, C., Harmanci, Y., Gallego, J.M. | 307 |
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