ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG

ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG

The life time of an offshore structure can be predicted by fatigue analysis of its critical parts. The concepts for fatigue analysis are fracture mechanics and acumulative damage by Miner's law.This thesis uses the first concept. Assuming of this concept is in the, material exists initial crack...

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Main Author: Husain, Syahril
Format: Theses
Language:Indonesia
Subjects:
Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Online Access:https://digilib.itb.ac.id/gdl/view/1202
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:1202
spelling id-itb.:12022004-12-23T02:45:38ZANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG Husain, Syahril Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Theses Fatigue analysis; fracture mechanics; tendon INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1202 The life time of an offshore structure can be predicted by fatigue analysis of its critical parts. The concepts for fatigue analysis are fracture mechanics and acumulative damage by Miner's law.This thesis uses the first concept. Assuming of this concept is in the, material exists initial crack and the crack propagates caused by cycel loading. That material is fatigue, if its fracture toughness is reached. The part of structure that analyzed is Tendon of Tension Leg Platform. Tendon gets loading caused by moving of its main structure. Responses of main structure are calculated by frequensi domain and the exciting force is wave force only Results of this analysis show that the life time of the structure are influenced by dimension of main structure, crack geometry and cross section of tendon. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
topic Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
spellingShingle Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Husain, Syahril
ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
description The life time of an offshore structure can be predicted by fatigue analysis of its critical parts. The concepts for fatigue analysis are fracture mechanics and acumulative damage by Miner's law.This thesis uses the first concept. Assuming of this concept is in the, material exists initial crack and the crack propagates caused by cycel loading. That material is fatigue, if its fracture toughness is reached. The part of structure that analyzed is Tendon of Tension Leg Platform. Tendon gets loading caused by moving of its main structure. Responses of main structure are calculated by frequensi domain and the exciting force is wave force only Results of this analysis show that the life time of the structure are influenced by dimension of main structure, crack geometry and cross section of tendon.
format Theses
author Husain, Syahril
author_facet Husain, Syahril
author_sort Husain, Syahril
title ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
title_short ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
title_full ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
title_fullStr ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
title_full_unstemmed ANALISIS KELELAHAN ELEMEN TENDON STRUKTUR BANGUNAN LEPAS PANTAI BERDASARKAN SPEKTRUM BEBAN DINAMIS GELOMBANG
title_sort analisis kelelahan elemen tendon struktur bangunan lepas pantai berdasarkan spektrum beban dinamis gelombang
url https://digilib.itb.ac.id/gdl/view/1202
_version_ 1820662895382364160

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