If on the one hand mechanical properties of FRP (Fiber-Reinforced Polymer) cables are comparable to their steel counterparts, on the other the intrinsic orthotropy, in conjunction with low capacity in the transversal direction to the fibers, request additional attention within the design of anchorage systems to avoid stress peak superpositions in the cable, which could trigger its premature failure. A common strategy to pursue the goal is to opportunely shape the barrel/wedge interface. Recently, the authors of the present work experimentally and numerically investigated an optimized double-angle split-wedge anchorage. Results of experimental tests delivered an ultimate failure load higher than the average ultimate load of the cable, that denotes the highest efficiency. Finite element simulations of tests were carried out and the experimental results were used to calibrate the numerical model: numerical results validated the efficiency shown by the testing activity.

Anchorage for FRP cables: conception, testing and numerical modeling / Damiani, Marco; Nistico', Nicola. - (2022). (Intervento presentato al convegno The 15th International Conference on Fibre-Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-15) and The 8th Asia-Pacific Conference on FRP in Structures (APFIS-2022) tenutosi a Shenzhen, China).

Anchorage for FRP cables: conception, testing and numerical modeling

Marco Damiani
;
Nicola Nistico
2022

Abstract

If on the one hand mechanical properties of FRP (Fiber-Reinforced Polymer) cables are comparable to their steel counterparts, on the other the intrinsic orthotropy, in conjunction with low capacity in the transversal direction to the fibers, request additional attention within the design of anchorage systems to avoid stress peak superpositions in the cable, which could trigger its premature failure. A common strategy to pursue the goal is to opportunely shape the barrel/wedge interface. Recently, the authors of the present work experimentally and numerically investigated an optimized double-angle split-wedge anchorage. Results of experimental tests delivered an ultimate failure load higher than the average ultimate load of the cable, that denotes the highest efficiency. Finite element simulations of tests were carried out and the experimental results were used to calibrate the numerical model: numerical results validated the efficiency shown by the testing activity.
2022
The 15th International Conference on Fibre-Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-15) and The 8th Asia-Pacific Conference on FRP in Structures (APFIS-2022)
FRP cables; split wedge anchorages; experimental tests; digital image correlation; finite element analysis
04 Pubblicazione in atti di convegno::04b Atto di convegno in volume
Anchorage for FRP cables: conception, testing and numerical modeling / Damiani, Marco; Nistico', Nicola. - (2022). (Intervento presentato al convegno The 15th International Conference on Fibre-Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-15) and The 8th Asia-Pacific Conference on FRP in Structures (APFIS-2022) tenutosi a Shenzhen, China).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1664061
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