Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams
This research studies the flexural behavior of concrete beams reinforced with biaxial geogrids, distributed short glass and steel fibers. No longitudinal steel reinforcement bars were used. Therefore, an amount of short glass and steel fibers was used to improve the concrete beam behavior against fl...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Elsevier
2023-04-01
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| Series: | Alexandria Engineering Journal |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016823000790 |
| _version_ | 1797860195415621632 |
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| author | Mohamed S. Moawad Ahmed M. El-Hanafy |
| author_facet | Mohamed S. Moawad Ahmed M. El-Hanafy |
| author_sort | Mohamed S. Moawad |
| collection | DOAJ |
| description | This research studies the flexural behavior of concrete beams reinforced with biaxial geogrids, distributed short glass and steel fibers. No longitudinal steel reinforcement bars were used. Therefore, an amount of short glass and steel fibers was used to improve the concrete beam behavior against flexural failure. Eleven specimens of single reinforced (flexural reinforcement) concrete beams and double reinforced (compression and flexural reinforced) concrete beams using two biaxial geogrids sheet layers, with randomly distributed short glass and steel fibers were cast. The samples were tested using two points of load along the beam specimen span with an increment of loading by 5 KN to evaluate several parameters. The studied parameters are using geogrids as a main flexural reinforcement, using geogrid sheet layers as a flexural and compression reinforcement, using short glass and steel fibers as an additional reinforcement of concrete with various ratios 0.25 %, and 0.75 %. The test results indicated that the use of geogrid layers as the main flexural reinforcement improved the behavior of the concrete beam specimens at failure. As well as; more enhancement of beam specimens at failure was observed when using short glass and steel fibers with geogrid reinforcement in concrete beams. The tested beam specimens which were reinforced by geogrids in the flexural and compression zone using 0.75 % of steel fibers gave better results due to modes of failure, toughness, failure load capacity, crack width, and post cracking stiffness. |
| first_indexed | 2024-04-09T21:41:53Z |
| format | Article |
| id | doaj.art-060e79a57d874da3baeca793c2734760 |
| institution | Directory Open Access Journal |
| issn | 1110-0168 |
| language | English |
| last_indexed | 2024-04-09T21:41:53Z |
| publishDate | 2023-04-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Alexandria Engineering Journal |
| spelling | doaj.art-060e79a57d874da3baeca793c27347602023-03-26T05:15:53ZengElsevierAlexandria Engineering Journal1110-01682023-04-0168479489Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beamsMohamed S. Moawad0Ahmed M. El-Hanafy1Faculty of Engineering, Civil Department, Future High Institute of Engineering in Fayoum (FIEF), Fayoum, Egypt; Corresponding author.Construction Research Institute, National Water Research Center, Cairo, EgyptThis research studies the flexural behavior of concrete beams reinforced with biaxial geogrids, distributed short glass and steel fibers. No longitudinal steel reinforcement bars were used. Therefore, an amount of short glass and steel fibers was used to improve the concrete beam behavior against flexural failure. Eleven specimens of single reinforced (flexural reinforcement) concrete beams and double reinforced (compression and flexural reinforced) concrete beams using two biaxial geogrids sheet layers, with randomly distributed short glass and steel fibers were cast. The samples were tested using two points of load along the beam specimen span with an increment of loading by 5 KN to evaluate several parameters. The studied parameters are using geogrids as a main flexural reinforcement, using geogrid sheet layers as a flexural and compression reinforcement, using short glass and steel fibers as an additional reinforcement of concrete with various ratios 0.25 %, and 0.75 %. The test results indicated that the use of geogrid layers as the main flexural reinforcement improved the behavior of the concrete beam specimens at failure. As well as; more enhancement of beam specimens at failure was observed when using short glass and steel fibers with geogrid reinforcement in concrete beams. The tested beam specimens which were reinforced by geogrids in the flexural and compression zone using 0.75 % of steel fibers gave better results due to modes of failure, toughness, failure load capacity, crack width, and post cracking stiffness.http://www.sciencedirect.com/science/article/pii/S1110016823000790Biaxial geogridsGeosyntheticsFlexural behaviorShort glass fiberSteel fiber |
| spellingShingle | Mohamed S. Moawad Ahmed M. El-Hanafy Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams Alexandria Engineering Journal Biaxial geogrids Geosynthetics Flexural behavior Short glass fiber Steel fiber |
| title | Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams |
| title_full | Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams |
| title_fullStr | Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams |
| title_full_unstemmed | Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams |
| title_short | Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams |
| title_sort | investigation of the effect of using geogrid short glass and steel fiber on the flexural failure of concrete beams |
| topic | Biaxial geogrids Geosynthetics Flexural behavior Short glass fiber Steel fiber |
| url | http://www.sciencedirect.com/science/article/pii/S1110016823000790 |
| work_keys_str_mv | AT mohamedsmoawad investigationoftheeffectofusinggeogridshortglassandsteelfiberontheflexuralfailureofconcretebeams AT ahmedmelhanafy investigationoftheeffectofusinggeogridshortglassandsteelfiberontheflexuralfailureofconcretebeams |