Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors
This study experimentally evaluated the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) and Fabric Cementitious Matrix (FCSM) sheets in enhancing the structural performance of one-way reinforced concrete slabs under three-point bending. Fourteen slabs were tested, considering key variables s...
| Published in: | Case Studies in Construction Materials |
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| Main Authors: | , , , , , |
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-07-01
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| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525002116 |
| _version_ | 1849497511853555712 |
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| author | Ekkachai Yooprasertchai Ali Ejaz Burachat Chatveera Gritsada Sua-iam Qudeer Hussain Panumas Saingam |
| author_facet | Ekkachai Yooprasertchai Ali Ejaz Burachat Chatveera Gritsada Sua-iam Qudeer Hussain Panumas Saingam |
| author_sort | Ekkachai Yooprasertchai |
| collection | DOAJ |
| container_title | Case Studies in Construction Materials |
| description | This study experimentally evaluated the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) and Fabric Cementitious Matrix (FCSM) sheets in enhancing the structural performance of one-way reinforced concrete slabs under three-point bending. Fourteen slabs were tested, considering key variables such as the number of FCSM sheets, type, size, and spacing of anchors to mitigate debonding. Results revealed that slabs strengthened with FCSM sheets and epoxy anchors demonstrated peak capacity improvements of up to 151 %, while mechanical anchors yielded a peak improvement of 95 %. Epoxy anchors also enhanced energy dissipation by up to 222 %, surpassing the 76 % maximum improvement observed with mechanical anchors. However, slabs with more than two FCSM layers required robust anchorage systems to maintain increased capacity without significant drops due to debonding. Slabs with epoxy anchors showed higher peak capacities but were more prone to abrupt post-peak losses than those with mechanical anchors. These findings underline the critical role of anchor type and configuration in optimizing the flexural and energy dissipation performance of strengthened slabs, providing valuable insights for sustainable and effective retrofitting strategies. Finite element modeling of slabs strengthened with FCSM, assuming no debonding, was carried out using ATENA software. The adopted modeling approach yielded slightly overestimated predictions of ultimate loads. As this represents initial research in the field, further investigations are recommended to develop more accurate and refined constitutive laws for FCSM to enhance the reliability of FEM simulations. |
| format | Article |
| id | doaj-art-47c82f7da1754a4e8a8bd476bcb65ffb |
| institution | Directory of Open Access Journals |
| issn | 2214-5095 |
| language | English |
| publishDate | 2025-07-01 |
| publisher | Elsevier |
| record_format | Article |
| spelling | doaj-art-47c82f7da1754a4e8a8bd476bcb65ffb2025-08-20T03:05:07ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e0441310.1016/j.cscm.2025.e04413Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchorsEkkachai Yooprasertchai0Ali Ejaz1Burachat Chatveera2Gritsada Sua-iam3Qudeer Hussain4Panumas Saingam5Construction Innovations and Future Infrastructure Research Center (CIFIR), Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi, Bangkok 10140, ThailandNational Institute of Transportation, National University of Sciences and Technology (NUST), Islamabad, PakistanDepartment of Civil Engineering, Faculty of Engineering, Thammasat University (Rangsit Campus), Pathum Thani 12121, ThailandDepartment of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Phra Nakhon (RMUTP), Bangkok 10800, ThailandCivil Engineering Department, Kasem Bundit University, ThailandDepartment of Civil Engineering, School of Engineering, King Mongkut's Institute of Technology Ladkrabang, Bangkok 10520, Thailand; Corresponding author.This study experimentally evaluated the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) and Fabric Cementitious Matrix (FCSM) sheets in enhancing the structural performance of one-way reinforced concrete slabs under three-point bending. Fourteen slabs were tested, considering key variables such as the number of FCSM sheets, type, size, and spacing of anchors to mitigate debonding. Results revealed that slabs strengthened with FCSM sheets and epoxy anchors demonstrated peak capacity improvements of up to 151 %, while mechanical anchors yielded a peak improvement of 95 %. Epoxy anchors also enhanced energy dissipation by up to 222 %, surpassing the 76 % maximum improvement observed with mechanical anchors. However, slabs with more than two FCSM layers required robust anchorage systems to maintain increased capacity without significant drops due to debonding. Slabs with epoxy anchors showed higher peak capacities but were more prone to abrupt post-peak losses than those with mechanical anchors. These findings underline the critical role of anchor type and configuration in optimizing the flexural and energy dissipation performance of strengthened slabs, providing valuable insights for sustainable and effective retrofitting strategies. Finite element modeling of slabs strengthened with FCSM, assuming no debonding, was carried out using ATENA software. The adopted modeling approach yielded slightly overestimated predictions of ultimate loads. As this represents initial research in the field, further investigations are recommended to develop more accurate and refined constitutive laws for FCSM to enhance the reliability of FEM simulations.http://www.sciencedirect.com/science/article/pii/S2214509525002116One-way slabsFCSMStrengtheningFlexureCFRP |
| spellingShingle | Ekkachai Yooprasertchai Ali Ejaz Burachat Chatveera Gritsada Sua-iam Qudeer Hussain Panumas Saingam Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors One-way slabs FCSM Strengthening Flexure CFRP |
| title | Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors |
| title_full | Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors |
| title_fullStr | Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors |
| title_full_unstemmed | Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors |
| title_short | Enhancing the flexural response of RC one-way slabs using low cost fiberglass chopped mat sheets and anchors |
| title_sort | enhancing the flexural response of rc one way slabs using low cost fiberglass chopped mat sheets and anchors |
| topic | One-way slabs FCSM Strengthening Flexure CFRP |
| url | http://www.sciencedirect.com/science/article/pii/S2214509525002116 |
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