Design and Construction of Spud Housing for Floating Dock

Hasanudin Hasanudin; Ardi Nugroho Yulianto

doi:10.1051/matecconf/201815902060

Design and Construction of Spud Housing for Floating Dock

Hasanudin Hasanudin^*, Ardi Nugroho Yulianto

^*Corresponding author for this work

Laboratory of Ship Design

Research output: Contribution to journal › Conference article › peer-review

Abstract

A floating dock is a type of pontoon for dry docking ships, possessing floodable buoyancy chambers. The Floating docks have more advantages than the other type of ship docking for maintenance. The purpose of the research study is to design and calculate of spud housing construction for floating dock. The spud housing is used to keep of floating dock in the safe condition. Mild steel material is used to construction of spud housing with yield point 235 x 10⁶ N/m². Design calculations were done by finite element analysis (FEA). The minimum stress is 1042.36 N/m² and minimum deflection is 0.447 mm. The maximum stress is 0.142 x 109 N/m² and maximum deflection is 4.019 mm. The maximum stress is not more than yield point of material.

Original language	English
Article number	02060
Journal	MATEC Web of Conferences
Volume	159
DOIs	https://doi.org/10.1051/matecconf/201815902060
Publication status	Published - 30 Mar 2018
Event	2nd International Joint Conference on Advanced Engineering and Technology, IJCAET 2017 and International Symposium on Advanced Mechanical and Power Engineering, ISAMPE 2017 - Bali, Indonesia Duration: 24 Aug 2017 → 26 Aug 2017

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10.1051/matecconf/201815902060

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title = "Design and Construction of Spud Housing for Floating Dock",

abstract = "A floating dock is a type of pontoon for dry docking ships, possessing floodable buoyancy chambers. The Floating docks have more advantages than the other type of ship docking for maintenance. The purpose of the research study is to design and calculate of spud housing construction for floating dock. The spud housing is used to keep of floating dock in the safe condition. Mild steel material is used to construction of spud housing with yield point 235 x 106 N/m2. Design calculations were done by finite element analysis (FEA). The minimum stress is 1042.36 N/m2 and minimum deflection is 0.447 mm. The maximum stress is 0.142 x 109 N/m2 and maximum deflection is 4.019 mm. The maximum stress is not more than yield point of material.",

author = "Hasanudin Hasanudin and Yulianto, {Ardi Nugroho}",

note = "Publisher Copyright: {\textcopyright} The Authors, published by EDP Sciences, 2018.; 2nd International Joint Conference on Advanced Engineering and Technology, IJCAET 2017 and International Symposium on Advanced Mechanical and Power Engineering, ISAMPE 2017 ; Conference date: 24-08-2017 Through 26-08-2017",

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TY - JOUR

T1 - Design and Construction of Spud Housing for Floating Dock

AU - Hasanudin, Hasanudin

AU - Yulianto, Ardi Nugroho

N1 - Publisher Copyright: © The Authors, published by EDP Sciences, 2018.

PY - 2018/3/30

Y1 - 2018/3/30

N2 - A floating dock is a type of pontoon for dry docking ships, possessing floodable buoyancy chambers. The Floating docks have more advantages than the other type of ship docking for maintenance. The purpose of the research study is to design and calculate of spud housing construction for floating dock. The spud housing is used to keep of floating dock in the safe condition. Mild steel material is used to construction of spud housing with yield point 235 x 106 N/m2. Design calculations were done by finite element analysis (FEA). The minimum stress is 1042.36 N/m2 and minimum deflection is 0.447 mm. The maximum stress is 0.142 x 109 N/m2 and maximum deflection is 4.019 mm. The maximum stress is not more than yield point of material.

AB - A floating dock is a type of pontoon for dry docking ships, possessing floodable buoyancy chambers. The Floating docks have more advantages than the other type of ship docking for maintenance. The purpose of the research study is to design and calculate of spud housing construction for floating dock. The spud housing is used to keep of floating dock in the safe condition. Mild steel material is used to construction of spud housing with yield point 235 x 106 N/m2. Design calculations were done by finite element analysis (FEA). The minimum stress is 1042.36 N/m2 and minimum deflection is 0.447 mm. The maximum stress is 0.142 x 109 N/m2 and maximum deflection is 4.019 mm. The maximum stress is not more than yield point of material.

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U2 - 10.1051/matecconf/201815902060

DO - 10.1051/matecconf/201815902060

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SN - 2261-236X

VL - 159

JO - MATEC Web of Conferences

JF - MATEC Web of Conferences

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T2 - 2nd International Joint Conference on Advanced Engineering and Technology, IJCAET 2017 and International Symposium on Advanced Mechanical and Power Engineering, ISAMPE 2017

Y2 - 24 August 2017 through 26 August 2017

ER -

Design and Construction of Spud Housing for Floating Dock

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