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3-Dimensional FE-modeling of CFRP L-shaped plates glued on concrete block
Nemati, N., Czaderski, C., & Motavalli, M. (2006). 3-Dimensional FE-modeling of CFRP L-shaped plates glued on concrete block. In IABSE Report: Vol. 92. IABSE report. Responding to tomorrow's challenges in structural engineering. IABSE 2006 symposium (p. (7 pp.).
An update of past visions of fiber reinforced megastructures
Meier, U. (2018). An update of past visions of fiber reinforced megastructures. In IABSE symposium report. 40th IABSE symposium - Tomorrow's megastructures (pp. S8-1-S8-8). International Association for Bridge and Structural Engineering.
Application of endoscopic ESPI in NDI
Hack, E. (1999). Application of endoscopic ESPI in NDI. In A. Albertazzi (Ed.), Proceedings of SPIE: Vol. 4420. Proceedings of the international symposium on laser metrology for precision measurement and inspection in industry (pp. 107-111). https://doi.org/10.1117/12.439200
Assessment of impact damage in CFRP by combined thermal and speckle methods
Feligiotti, M., Hack, E., Lampeas, G., Siebert, T., Pipino, A., & Ihle, A. (2010). Assessment of impact damage in CFRP by combined thermal and speckle methods. In A. A. Gonçalves & G. H. Kaufmann (Eds.), Proceedings of SPIE: Vol. 7387. Speckle 2010: optical metrology (p. 73870H (8 pp.). https://doi.org/10.1117/12.870759
CFRP tendons for active shear enhancement purposes
Winistörfer, A., & Meier, U. (2002). CFRP tendons for active shear enhancement purposes. In J. R. Casas, D. M. Frangopol, & A. S. Nowak (Eds.), Bridge maintenance, safety and management. Proceedings of IABMAS'02 (p. 8 pp.). International Center for Numerical Methods in Engineering CIMNE.
Combination of timber, CFRP and GFRP for the design and construction of a bowstring arch bridge
Widmann, R., & Meier, U. (2013). Combination of timber, CFRP and GFRP for the design and construction of a bowstring arch bridge (pp. 106-113). Presented at the 2nd international conference on timber bridges. .
Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP
Brönnimann, R., Widmann, R., & Meier, U. (2010). Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP. In K. A. Malo, O. Kleppe, & T. Dyken (Eds.), Proceedings of the international conference timber bridges ICTB2010 (pp. 321-328). Tapir Academic Press.
Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP
Widmann, R., Meier, U., Brönnimann, R., Irniger, P., & Winistörfer, A. (2010). Design, construction and monitoring of a bowstring arch bridge made exclusively of timber, CFRP and GFRP (p. (6 pp.). Presented at the 11th world conference on timber engineering (WCTE 2010). .
Effect of internal moisture content on the TG values of CFRP rods
Toumpanaki, E., Lees, J. M., Barbezat, M., & Terrasi, G. P. (2018). Effect of internal moisture content on the TG values of CFRP rods. In E. Ferrier, K. Benzarti, & J. F. Caron (Eds.), Vol. 1. 9th international conference on fibre-reinforced polymer (FRP) composites in civil engineering (CICE 2018), PARIS 17-19 JULY 2018 (pp. 112-118). International Institute for FRP in construction (IIFC).
Effect of moisture uptake on the shear stiffness of CFRP tendons and the role of the manufacturing route
Toumpanaki, E., Lees, J. M., & Terrasi, G. P. (2013). Effect of moisture uptake on the shear stiffness of CFRP tendons and the role of the manufacturing route (p. (10 pp.). Presented at the 11th international symposium on fiber reinforced polymers for reinforced concrete structures (FRPRCS-11). .
Environmental-friendly footbridge made of CFRP, GFRP and timber
Meier, U., Brönnimann, R., Widmann, R., Winistörfer, A., Irniger, P., & Deuring, M. (2013). Environmental-friendly footbridge made of CFRP, GFRP and timber (pp. 6260-6267). Presented at the 19th international conference on composite materials (ICCM19). .
Examples of the long-term reliability of fiber reinforced polymers (FRP) in civil construction
Meier, U. (2012). Examples of the long-term reliability of fiber reinforced polymers (FRP) in civil construction (p. (11 pp.). Presented at the 1st conference on civil engineering infrastructure based on polymer composites (CECOM 2012). .
Fatigue behaviour of laminated carbon fibre reinforced polymer straps for bridge suspenders
Terrasi, G. P., Baschnagel, F., Gao, J., & Meier, U. (2016). Fatigue behaviour of laminated carbon fibre reinforced polymer straps for bridge suspenders (p. (8 pp.). Presented at the ECCM17 - 17th European conference on composite materials. .
Fatigue strengthening of U-rib butt welds in orthotropic steel bridge decks using CFRP sheets
Lv, Z. L., Jiang, X., Qiang, X. H., Bai, J., & Ghafoori, E. (2024). Fatigue strengthening of U-rib butt welds in orthotropic steel bridge decks using CFRP sheets. In X. L. Gu, M. Motavalli, A. Ilki, & Q. Q. Yu (Eds.), Lecture notes in civil engineering: Vol. 259. International conference on smart monitoring, assessment and rehabilitation of civil structures (pp. 699-707). https://doi.org/10.1007/978-981-99-3362-4_57
Full-field displacements of CFRP to concrete pull-off bond tests
Czaderski, C., & Motavalli, M. (2010). Full-field displacements of CFRP to concrete pull-off bond tests (p. (8 pp.). Presented at the 3rd fib international congress. .
Long-term behaviour of pre-stressed timber-CFRP composites
Richter, K., Lehmann, M., & Properzi, M. (2008). Long-term behaviour of pre-stressed timber-CFRP composites (pp. 80-88). Presented at the Enhancing bondline performance – final conference of COST E34 bonding of timber. .
Mechanical performance of 3D-printed carbon fiber reinforced thermoplastic looped tensile elements
Vidrih, T., Ott, V., & Terrasi, G. P. (2023). Mechanical performance of 3D-printed carbon fiber reinforced thermoplastic looped tensile elements. In Single volume proceedings. CICE 2023. 11th international conference on fiber-reinforced polymer (FRP) composites in civil engineering (p. (8 pp.). https://doi.org/10.5281/zenodo.8066453
Monitoring of a CFRP-GFRP-timber bowstring-arch bridge using novel sensing systems
Widmann, R., Brönnimann, R., & Meier, U. (2011). Monitoring of a CFRP-GFRP-timber bowstring-arch bridge using novel sensing systems. In J. Saporiti Machado, P. Palma, & P. B. Lourenço (Eds.), International conference on structural health assessment of timber structures (p. (11 pp.). Laboratório Nacional de Engenharia Civil.
Prefabricated thin-walled structural elements made from high performance concrete prestressed with pultruded carbons wires
Terrasi, G. P. (2007). Prefabricated thin-walled structural elements made from high performance concrete prestressed with pultruded carbons wires. In T. Triantafillou (Ed.), Fiber-reinforced polymer reinforcement for concrete structures: proceedings of the 8th international symposium on fiber-reinforced polymer reinforcement for concrete structures (FRPRCS-8) (p. (10 pp.). Publisher University of Patras.
Reliability of advanced carbon fibre composite straps
Winistoerfer, A., & Meier, U. (2001). Reliability of advanced carbon fibre composite straps. In Safety, risk and reliability. Trends in engineering. Conference report 2001 (pp. 1001-1006). International association for bridge and structural engineering.