Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete
The use of rattan and bamboo fibers increases the compressive strength, tensile strength and improves the ductility of concrete. Shell ash also contains pozzolanic compounds that can improve the properties of concrete. In this study, rattan and bamboo were used as concrete fibers and seashell ash wa...
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2024-01-01
|
| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/06/e3sconf_aisce2023_01027.pdf |
| _version_ | 1797343578780860416 |
|---|---|
| author | Yusra Andi Aulia Teuku Budi Hasan Muttaqin Refiyanni Meidia Zakia Zakia Fachruddin Fachruddin Damayanti Indah |
| author_facet | Yusra Andi Aulia Teuku Budi Hasan Muttaqin Refiyanni Meidia Zakia Zakia Fachruddin Fachruddin Damayanti Indah |
| author_sort | Yusra Andi |
| collection | DOAJ |
| description | The use of rattan and bamboo fibers increases the compressive strength, tensile strength and improves the ductility of concrete. Shell ash also contains pozzolanic compounds that can improve the properties of concrete. In this study, rattan and bamboo were used as concrete fibers and seashell ash was used as filler. The purpose of this study is to measure the compressive and tensile strength of concrete. In this study, rattan and bamboo fibers were added to the concrete mix with a mix design 25MPa. The additive variation is 0%, 0.5%, 1%, 1.5%, 2%. The results showed that the average compressive strength at 28 days was 0.26.29 MPa, 0.5, 19.71 MPa, 1.21.69 MPa, 1.5, 24.72 MPa and 2.18 MPa. Accordingly, the average tensile strength after 28 days was 0.736 MPa, 2,359 MPa, 2,312 MPa, 2.453 MPa and 2,595 MPa. These results show that the addition of rattan and bamboo fibers to concrete can increase the crack resistance of concrete, while the optimal increase in compressive strength with the addition of rattan fiber is achieved only with the change of 1.5%. This indicates that the addition of 1.5% natural fibers improves the tensile strength of concrete. |
| first_indexed | 2024-03-08T10:49:48Z |
| format | Article |
| id | doaj.art-def5554a4f6a404393917665669945e9 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-08T10:49:48Z |
| publishDate | 2024-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-def5554a4f6a404393917665669945e92024-01-26T16:52:05ZengEDP SciencesE3S Web of Conferences2267-12422024-01-014760102710.1051/e3sconf/202447601027e3sconf_aisce2023_01027Effect of the Addition of Natural Fibers on the Mechanical Properties of ConcreteYusra Andi0Aulia Teuku Budi1Hasan Muttaqin2Refiyanni Meidia3Zakia Zakia4Fachruddin Fachruddin5Damayanti Indah6Department Civil Engineering, Teuku Umar UniversityDepartment Civil Engineering, Syiah Kuala UniversityDepartment Civil Engineering, Syiah Kuala UniversityDepartment Civil Engineering, Syiah Kuala UniversityDepartment Civil Engineering, Teuku Umar UniversityDepartment Civil Engineering, Teuku Umar UniversityDepartment Civil Engineering, Teuku Umar UniversityThe use of rattan and bamboo fibers increases the compressive strength, tensile strength and improves the ductility of concrete. Shell ash also contains pozzolanic compounds that can improve the properties of concrete. In this study, rattan and bamboo were used as concrete fibers and seashell ash was used as filler. The purpose of this study is to measure the compressive and tensile strength of concrete. In this study, rattan and bamboo fibers were added to the concrete mix with a mix design 25MPa. The additive variation is 0%, 0.5%, 1%, 1.5%, 2%. The results showed that the average compressive strength at 28 days was 0.26.29 MPa, 0.5, 19.71 MPa, 1.21.69 MPa, 1.5, 24.72 MPa and 2.18 MPa. Accordingly, the average tensile strength after 28 days was 0.736 MPa, 2,359 MPa, 2,312 MPa, 2.453 MPa and 2,595 MPa. These results show that the addition of rattan and bamboo fibers to concrete can increase the crack resistance of concrete, while the optimal increase in compressive strength with the addition of rattan fiber is achieved only with the change of 1.5%. This indicates that the addition of 1.5% natural fibers improves the tensile strength of concrete.https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/06/e3sconf_aisce2023_01027.pdf |
| spellingShingle | Yusra Andi Aulia Teuku Budi Hasan Muttaqin Refiyanni Meidia Zakia Zakia Fachruddin Fachruddin Damayanti Indah Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete E3S Web of Conferences |
| title | Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete |
| title_full | Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete |
| title_fullStr | Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete |
| title_full_unstemmed | Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete |
| title_short | Effect of the Addition of Natural Fibers on the Mechanical Properties of Concrete |
| title_sort | effect of the addition of natural fibers on the mechanical properties of concrete |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/06/e3sconf_aisce2023_01027.pdf |
| work_keys_str_mv | AT yusraandi effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT auliateukubudi effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT hasanmuttaqin effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT refiyannimeidia effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT zakiazakia effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT fachruddinfachruddin effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete AT damayantiindah effectoftheadditionofnaturalfibersonthemechanicalpropertiesofconcrete |