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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

Deformable Polyurethane Joints and Fibre Grids for Resilient Seismic Performance of Reinforced Concrete Frames with Orthoblock Brick Infills Thumbnail


Authors

Theodoros Rousakis

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., …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

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