Theodoros Rousakis
Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills
Rousakis, Theodoros; Ilki, Alper; Kwiecien, Arkadiusz; Viskovic, Alberto; Gams, Matija; Triller, Petra; Ghiassi, Bahman; Benedetti, Andrea; Rakicevic, Zoran; Colla, Camilla; Halici, Omer Faruk; Zaj?c, Bogus?aw; Hojdys, ?ukasz; Krajewski, Piotr; Rizzo, Fabio; Vanian, Vachan; Sapalidis, Anastasios; Papadouli, Efthimia; Bogdanovic, Aleksandra
Authors
Alper Ilki
Arkadiusz Kwiecien
Alberto Viskovic
Matija Gams
Petra Triller
Bahman Ghiassi
Andrea Benedetti
Zoran Rakicevic
Camilla Colla
Omer Faruk Halici
Bogus?aw Zaj?c
?ukasz Hojdys
Piotr Krajewski
Fabio Rizzo
Vachan Vanian
Anastasios Sapalidis
Efthimia Papadouli
Aleksandra Bogdanovic
Abstract
The behaviour of reinforced concrete frames with masonry wall infills is influenced a lot by the stiffness and strength difference between the frame and the infill, causing early detrimental damage to the infill or to the critical concrete columns. The paper reports the results from shake table seismic tests on a full-scale reinforced concrete (RC) frame building with modified hollow clay block (orthoblock brick) infill walls, within INMASPOL SERA Horizon 2020 project. The building received innovative resilient protection using Polyurethane Flexible Joints (PUFJs) made of polyurethane resin (PU), applied at the frame-infill interface in different schemes. Further, PUs were used for bonding of glass fibre grids to the weak masonry substrate to form Fibre Reinforced Polyurethanes (FRPUs) as an emergency repair intervention. The test results showed enhancement in the in-plane and out-of-plane infill performance under seismic excitations. The results confirmed remarkable delay of significant infill damages at very high RC frame inter-story drifts as a consequence of the use of PUFJs. Further, the PUFJ protection enabled the resilient repair of the infill even after very high inter-story drift of the structure up to 3.7%. The applied glass FRPU system efficiently protected the damaged infills against collapse under out-of-plane excitation while they restored large part of their in-plane stiffness.
Citation
Rousakis, T., Ilki, A., Kwiecien, A., Viskovic, A., Gams, M., Triller, P., Ghiassi, B., Benedetti, A., Rakicevic, Z., Colla, C., Halici, O. F., Zając, B., Hojdys, Ł., Krajewski, P., Rizzo, F., Vanian, V., Sapalidis, A., Papadouli, E., & Bogdanovic, A. (2020). Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills. Polymers, 12(12), 1-20. https://doi.org/10.3390/polym12122869
Journal Article Type | Article |
---|---|
Acceptance Date | Nov 27, 2020 |
Online Publication Date | Nov 30, 2020 |
Publication Date | 2020-12 |
Deposit Date | Mar 17, 2021 |
Publicly Available Date | Mar 19, 2021 |
Journal | Polymers |
Electronic ISSN | 2073-4360 |
Publisher | MDPI |
Peer Reviewed | Peer Reviewed |
Volume | 12 |
Issue | 12 |
Article Number | 2869 |
Pages | 1-20 |
DOI | https://doi.org/10.3390/polym12122869 |
Public URL | https://nottingham-repository.worktribe.com/output/5399261 |
Publisher URL | https://www.mdpi.com/2073-4360/12/12/2869 |
Files
Polymers-12-02869-v2
(6 Mb)
PDF
Publisher Licence URL
https://creativecommons.org/licenses/by/4.0/
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