TYAS, DAMAR WAHYUNING and AGUSTIRA, MIA (2016) PENGARUH PENAMBAHAN KAWAT BENDRAT GALVANIS PADA CAMPURAN BETON TERHADAP KUAT TEKAN DAN KUAT LENTUR BETON. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
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Abstract
The Compressive strength of concrete identify the quality of a structure. Improving the quality of the concrete / concrete compressive strength is only accompanied by a small increase of flexural strength. The improved the quality of the concrete is still being conducted. One of them is reinforcing concrete with steel fibers . The addition of steel fibers in concrete has a purpose debone concrete with fiber uniformly with random orientation . The fiber used is bendrat galvanized wire size of 4 cm A research outcomes based on a set of laboratory experimental works done to numbers of cube specimens size 15 cm x 15 cm x 15 cm and beam concrete specimens size of 60 cm x 15 cm x 15 cm loaded under direct shear force by a universal compression machine. The specimens were constructed from K-300 AW-fiber concrete, using 0%, 1%, 3%, 5%, 7% and 9% percentage of fibre content to the weight of cement proportion. The result from this research shows that by adding 1% of AW-fibre produced a optimum compressive strength rise of 17.75 % with a value of 383 Kg / cm2 and flexural strength of 18.65 % with a value of 67.43 Kg / cm2 .
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Beton Serat, Kawat Bendrat, Kuat Lentur, Kuat Tekan, Fiber Baja, Galvanis |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 26 Jul 2017 09:25 |
| Last Modified: | 26 Jul 2017 09:25 |
| URI: | http://eprints.polsri.ac.id/id/eprint/3776 |
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