ANALISIS KEKUATAN PIPA GLASS-FIBER REINFORCED EPOXY TERHADAP BEBAN IMPAK, BEBAN TEKUK, DAN BEBAN TEKAN
DI JOB PERTAMINA-PETROCHINA EAST JAVA
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
MUHAMAD, FADEL
Sulistiyo, Eko
Sarief, Tonny
Sulistiyo, Eko
Sarief, Tonny
Subject
Teknik Mesin
Datestamp
2019-10-07 06:03:57
Abstract :
This study aims to determine the strength of the pipe Glass-fiber Reinforced Epoxy due to impact load, bending load, compression load and be able to analyze the potential failure of the shear stress on the inner wall of the pipe due to the fluid flow in it. Some test has been done, there are impact test with notched Charpy method (ISO 179-10), 3-point bending test (ASTM D 790-15), and the compression test (ASTM D 695-15). Volume fraction of Glass-fiber Reinforced Epoxy pipe for the Glass-fiber (E-glass) is ± 72.85% and for the Epoxy (Bisphenol A) is ± 27.15%, with the orientation angle is 54.75 (continued) and it made by the helical filament winding method. The test results showed the impact strength is 190.10 ± 20.95 kJ / m2, the bending strength is 115.16 ± 5.50 N / mm2, the compression strength is 259.48 ± N / mm2. It is much larger than the calculation of shear stress on the wall of the pipe that assumed. In other word the pipe is safe from potential failure of the shear stress on the inner wall of the pipe due to the fluid flow in it.
This study aims to determine the strength of the pipe Glass-fiber Reinforced Epoxy due to impact load, bending load, compression load and be able to analyze the potential failure of the shear stress on the inner wall of the pipe due to the fluid flow in it. Some test has been done, there are impact test with notched Charpy method (ISO 179-10), 3-point bending test (ASTM D 790-15), and the compression test (ASTM D 695-15). Volume fraction of Glass-fiber Reinforced Epoxy pipe for the Glass-fiber (E-glass) is ± 72.85% and for the Epoxy (Bisphenol A) is ± 27.15%, with the orientation angle is 54.75 (continued) and it made by the helical filament winding method. The test results showed the impact strength is 190.10 ± 20.95 kJ / m2, the bending strength is 115.16 ± 5.50 N / mm2, the compression strength is 259.48 ± N / mm2. It is much larger than the calculation of shear stress on the wall of the pipe that assumed. In other word the pipe is safe from potential failure of the shear stress on the inner wall of the pipe due to the fluid flow in it.
File :
1. Halaman Cover Skripsi.pdf
2. Halaman Pengesahan Pembimbing.pdf
BAB 2 - Skripsi Fadel.pdf
BAB 3 - Skripsi Fadel.pdf
BAB 4 - Skripsi Fadel.pdf
BAB 5 - Skripsi Fadel.pdf
DAFTAR PUSTAKA Skripsi Fadel.pdf
DAFTAR RIWAYAT HIDUP Fadel.pdf
3. Halaman Pengesahan Tim Penguji.pdf
4. Halaman Pernyataan Keaslian Skripsi.pdf
5. Ucapan Terima Kasih.pdf
6. Kata Pengantar Fadel.pdf
7. Halaman Pernyataan Persetujuan Publikasi.pdf
8. ABSTRAK Skripsi Fadel.pdf
9. DAFTAR ISI Skripsi Fadel.pdf
BAB 1 - Skripsi Fadel.pdf
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