Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP

A preliminary investigation into the suitability of using geotextile as an inexpensive seismic retrofit material was conducted. Ten specimens of unreinforced masonry (URM) walls were constructed with masonry without bars or other transverse reinforcement. One set of two was left unreinforced. The r...

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Main Authors: M.T. Mansourikia, A. Hoback
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2014-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:https://ejsei.com/EJSE/article/view/180
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author M.T. Mansourikia
A. Hoback
author_facet M.T. Mansourikia
A. Hoback
author_sort M.T. Mansourikia
collection DOAJ
description A preliminary investigation into the suitability of using geotextile as an inexpensive seismic retrofit material was conducted. Ten specimens of unreinforced masonry (URM) walls were constructed with masonry without bars or other transverse reinforcement. One set of two was left unreinforced. The remaining four sets of two specimens were reinforced with either CFRP (laminate) or geotextile. Two widths of reinforcement were created for each reinforcing material. All specimens were tested with cyclical shear loading. The number of cycles before collapse was recorded. Results are compared for geotextile versus laminate. Both materials reduced drift and increased the number of loading cycles before collapse. Even though the laminate increased the number of cycles the most, the geotextile is a more economical solution to retrofitting URM walls therefore warrants further investigation.
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spelling doaj.art-59e62dfdb72345bbad285a1023122c212023-08-29T10:26:57ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552014-01-011410.56748/ejse.14180Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRPM.T. Mansourikia0A. Hoback1National Academy of Sciences of Armenia University of Detroit Mercy A preliminary investigation into the suitability of using geotextile as an inexpensive seismic retrofit material was conducted. Ten specimens of unreinforced masonry (URM) walls were constructed with masonry without bars or other transverse reinforcement. One set of two was left unreinforced. The remaining four sets of two specimens were reinforced with either CFRP (laminate) or geotextile. Two widths of reinforcement were created for each reinforcing material. All specimens were tested with cyclical shear loading. The number of cycles before collapse was recorded. Results are compared for geotextile versus laminate. Both materials reduced drift and increased the number of loading cycles before collapse. Even though the laminate increased the number of cycles the most, the geotextile is a more economical solution to retrofitting URM walls therefore warrants further investigation. https://ejsei.com/EJSE/article/view/180GeotextileFRP strengtheningUnreinforced masonry wallsSeismic loading
spellingShingle M.T. Mansourikia
A. Hoback
Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
Electronic Journal of Structural Engineering
Geotextile
FRP strengthening
Unreinforced masonry walls
Seismic loading
title Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
title_full Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
title_fullStr Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
title_full_unstemmed Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
title_short Retrofit of Unreinforced Masonry Walls Using Geotextile and CFRP
title_sort retrofit of unreinforced masonry walls using geotextile and cfrp
topic Geotextile
FRP strengthening
Unreinforced masonry walls
Seismic loading
url https://ejsei.com/EJSE/article/view/180
work_keys_str_mv AT mtmansourikia retrofitofunreinforcedmasonrywallsusinggeotextileandcfrp
AT ahoback retrofitofunreinforcedmasonrywallsusinggeotextileandcfrp