Nathanael, Kevin Joe (2024) Pengujian Tekuk Pada Pelat Lengkung Berpenegar Pada Struktur Kapal Berbahan ASTM A36. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Salah satu elemen penting dalam pembuatan kapal yang berkontribusi pada kekuatan dan integritas kapal adalah penerapan panel lengkung berpenegar. Terdapat banyak sekali pengunaan pelat lengkung berpenegar pada konstruksi kapal, salah satu yang yang sangat penting dari aplikasi pelat lengkung berpenegar adalah bilga. Penelitian ini bertujuan untuk mengetahui beban kritis dan perilaku runtuh dari pelat lengkung berpenegar. Penelitian ini melakukan ekperimen untuk mengetahui beban kritis dan perilaku runtuh pelat lengkung berpenegar. Eksperimen ini menggunakan pelat lengkung berpenegar dengan jenis penegar berupa flat bar, dengan dimensi pelat 800x400x6 mm dengan radius kelengkungan sebesar 2000 mm, dan dengan ukuran penegar 800x71x6 mm. Hasil yang didapat dari penelitian ini adalah beban maksimal yang diambil dari rata-rata 5 kali eksperimen. Beban maksimal yang diapat adalah 38.267,28 Kg. Selain itu, didapatkan kondisi runtuh setiap spesimen yang dilihat dari defleksi pada masing-masing spesimen, dimana rata-rata defleksi sebesar 12,80 mm.
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One of the critical elements in shipbuilding that contributes to the strength and integrity of a ship is the application of stiffened curved panels. There are many uses of stiffened curved plates in ship construction, one of the most important applications of stiffened curved plates is the bilge. This study aims to determine the maximum load and collapse behavior of the stiffened curved plate. This study conducted experiments to determine the maximum load and collapse behavior of the stiffened curved plate. This experiment uses a stiffened curved plate with a type of stiffener in the form of a flat bar, with plate dimensions of 800x400x6 mm with a radius of curvature of 2000 mm, and with a stiffener size of 800x71x6 mm. The results obtained from this study are the maximum load taken from an average of 5 experiments. The maximum load obtained is 38,267.28 kg. In addition, the collapse condition of each specimen is obtained as seen from the deflection of each specimen, where the average deflection is 12.80 mm.
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | Pelat lengkung berpenegar, Beban kritis, Perilaku runtuh, Tegangan; Reinforced curved plates, Critical loads, Failure behavior, Stresses |
Subjects: | V Naval Science > VM Naval architecture. Shipbuilding. Marine engineering > VM156 Naval architecture V Naval Science > VM Naval architecture. Shipbuilding. Marine engineering > VM163 Hulls (Naval architecture) |
Divisions: | Faculty of Marine Technology (MARTECH) > Naval Architecture and Shipbuilding Engineering > 36201-(S1) Undergraduate Thesis |
Depositing User: | Kevin Joe Nathanael |
Date Deposited: | 19 Feb 2024 08:48 |
Last Modified: | 19 Feb 2024 08:48 |
URI: | http://repository.its.ac.id/id/eprint/107551 |
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