Prediction of flexural behavior of woven reinforced for concrete reinforcement
Plain concrete possesses very low tensile strength, limited ductility and little resistance to cracking. Fibers glass-reinforced concrete supposed to improve the strain properties well as crack resistance, ductility, as flexural strength and toughness. This paper aims to predict the flexural behavio...
| Main Authors: | , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
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IOP Publishing Ltd
2021
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/30842/ http://umpir.ump.edu.my/id/eprint/30842/1/Prediction%20of%20Flexural%20Behavior%20of%20Woven%20Reinforced%20for%20Concrete.pdf |
| _version_ | 1848823613948428288 |
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| author | Putra Jaya, Ramadhansyah M., Zulkarnain Z. Z., Mukhtar N. A., Md Khosim M. I., Adiyanto W. I., Mohd Haziman |
| author_facet | Putra Jaya, Ramadhansyah M., Zulkarnain Z. Z., Mukhtar N. A., Md Khosim M. I., Adiyanto W. I., Mohd Haziman |
| author_sort | Putra Jaya, Ramadhansyah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Plain concrete possesses very low tensile strength, limited ductility and little resistance to cracking. Fibers glass-reinforced concrete supposed to improve the strain properties well as crack resistance, ductility, as flexural strength and toughness. This paper aims to predict the flexural behavior of fiber-glass reinforced concrete and optimize the beam design by applying woven layer in M35 grade concrete using finite element method. The several techniques were implemented to study flexural performance, woven position on bottom, middle and upper surface and several woven thickness layers employed to investigate flexural performance such as 5, 10, 20, 30, 40 and 50 mm for beam size of 100 × 100 × 500 mm. It found that the flexural strength increased by positioned the woven on the bottom side and it given the improvement in designing when the layer thickness of fiber varied. It is because the fiber usually reduces the brittleness of concrete by providing post cracking ductility and increase toughness. The difference flexural strength between 50mm and 40mm thickness of fiberglass is about 1.29%. |
| first_indexed | 2025-11-15T02:59:56Z |
| format | Conference or Workshop Item |
| id | ump-30842 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:59:56Z |
| publishDate | 2021 |
| publisher | IOP Publishing Ltd |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-308422021-03-12T07:22:18Z http://umpir.ump.edu.my/id/eprint/30842/ Prediction of flexural behavior of woven reinforced for concrete reinforcement Putra Jaya, Ramadhansyah M., Zulkarnain Z. Z., Mukhtar N. A., Md Khosim M. I., Adiyanto W. I., Mohd Haziman TH Building construction Plain concrete possesses very low tensile strength, limited ductility and little resistance to cracking. Fibers glass-reinforced concrete supposed to improve the strain properties well as crack resistance, ductility, as flexural strength and toughness. This paper aims to predict the flexural behavior of fiber-glass reinforced concrete and optimize the beam design by applying woven layer in M35 grade concrete using finite element method. The several techniques were implemented to study flexural performance, woven position on bottom, middle and upper surface and several woven thickness layers employed to investigate flexural performance such as 5, 10, 20, 30, 40 and 50 mm for beam size of 100 × 100 × 500 mm. It found that the flexural strength increased by positioned the woven on the bottom side and it given the improvement in designing when the layer thickness of fiber varied. It is because the fiber usually reduces the brittleness of concrete by providing post cracking ductility and increase toughness. The difference flexural strength between 50mm and 40mm thickness of fiberglass is about 1.29%. IOP Publishing Ltd 2021 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/30842/1/Prediction%20of%20Flexural%20Behavior%20of%20Woven%20Reinforced%20for%20Concrete.pdf Putra Jaya, Ramadhansyah and M., Zulkarnain and Z. Z., Mukhtar and N. A., Md Khosim and M. I., Adiyanto and W. I., Mohd Haziman (2021) Prediction of flexural behavior of woven reinforced for concrete reinforcement. In: IOP Conference Series: Earth and Environmental Science, 4th National Colloquium on Wind and Earthquake Engineering , 16-17 October 2020 , Putrajaya, Malaysia. pp. 1-8., 682. ISSN 1755-1307 (Print); 1755-1315 (Online) (Published) https://doi.org/10.1088/1755-1315/682/1/012052 |
| spellingShingle | TH Building construction Putra Jaya, Ramadhansyah M., Zulkarnain Z. Z., Mukhtar N. A., Md Khosim M. I., Adiyanto W. I., Mohd Haziman Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title | Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title_full | Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title_fullStr | Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title_full_unstemmed | Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title_short | Prediction of flexural behavior of woven reinforced for concrete reinforcement |
| title_sort | prediction of flexural behavior of woven reinforced for concrete reinforcement |
| topic | TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/30842/ http://umpir.ump.edu.my/id/eprint/30842/ http://umpir.ump.edu.my/id/eprint/30842/1/Prediction%20of%20Flexural%20Behavior%20of%20Woven%20Reinforced%20for%20Concrete.pdf |