Results obtained in the pullout of GFRP and steel bars from concrete and in testing the contact zone between the rods and concrete in bending are presented.
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Acknowledgements
The authors are gratefull to Schöck Bauteile GmbH for the kindly sent samples of GFRP bars. The authors wish to express their sincere gratitude to the Research Council of Lithuania (Project Reg. No. MIP-12332) for the financial support. Viktor Gribniak also wishes to acknowledge the support of the Research Council of Lithuania for the Postdoctoral fellowship granted within the framework of the EU Structural Funds (project “Postdoctoral Fellowship Implementation in Lithuania”).
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Translated from Mekhanika Kompozitnykh Materialov, Vol. 50, No. 4, pp. 641-654, July-August, 2014.
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Gudonis, E., Kacianauskas, R., Gribniak, V. et al. Mechanical Properties of the Bond Between GFRP Reinforcing Bars and Concrete. Mech Compos Mater 50, 457–466 (2014). https://doi.org/10.1007/s11029-014-9432-0
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DOI: https://doi.org/10.1007/s11029-014-9432-0