Numerical Analyses of the Connections Between Representative SFRC Prestressed Rings of Off-Shore Wind Towers

Author:

Gowda Chandan C.,Figueiredo Fabio P.,Barros Joaquim A. O.,Ventura-Gouveia A.

Publisher

Springer International Publishing

Reference10 articles.

1. Abrishambaf, A., Barros, J.A.O., Cunha, V.M.C.F.: Time-dependent flexural behaviour of cracked steel fibre reinforced self-compacting concrete panels. Cement Concrete Res. 72, 21–36 (2015). https://doi.org/10.1016/j.cemconres.2015.02.010

2. Barros, J.A.O., Breveglieri, M., Gouveia, A.V., Dalfré, G.M., Aprile, A.: Model to simulate the behavior of RC beams shear strengthenend with ETS bars. In: FraMCoS-8 Fracture Mechanics of Concrete and Concrete Structures, pp. 505–516 (2013)

3. Figueiredo, F.P., Barros, J.A.O.: Nonlinear analysis of offshore wind towers in prefabricated segments of prestressed fibre reinforced concrete (2020)

4. Giebel, G., Hasager, C.B.: An overview of offshore wind farm design. In: MARE-WINT: New Materials and Reliability in Offshore Wind Turbine Technology. Denmark (2016). https://doi.org/10.1007/978-3-319-39095-6

5. Gouveia, A.V.: Constitutive Models for the Material Nonlinear Analysis of Concrete Structures Including Time-Dependent Effects. University of Minho, Guimaraes, Portugal (2011)

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