Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations

Investigating the loss of integrity (E) in cabin walls and decks, as well as the role of insulation capabilities, holds significant implications for preventing serious human, economic and environmental damage caused by the ignition of cabins in ships and ocean platforms due to fires and explosions....

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Main Authors: Shuai Zong, Kun Liu, Weijian Qiu, Zhenguo Gao, Jiaxia Wang
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/11/6/1200
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author Shuai Zong
Kun Liu
Weijian Qiu
Zhenguo Gao
Jiaxia Wang
author_facet Shuai Zong
Kun Liu
Weijian Qiu
Zhenguo Gao
Jiaxia Wang
author_sort Shuai Zong
collection DOAJ
description Investigating the loss of integrity (E) in cabin walls and decks, as well as the role of insulation capabilities, holds significant implications for preventing serious human, economic and environmental damage caused by the ignition of cabins in ships and ocean platforms due to fires and explosions. In this study, the fire resistance of A-60 class ship bulkheads and decks was evaluated through two groups of standard fire resistance tests. In the first test, the steel structure side of the bulkhead was exposed to the fire, while in the second test, the mineral wool and L-shaped stiffeners side of the deck was exposed to the fire. Numerical material models for steel and mineral wool were established based on standards, and the temperature distribution and structural deformation were simulated using Abaqus. The results showed a good correlation with the experimental data. The maximum and average temperature increases on the unheated surface of the bulkhead during the standard fire resistance test were 158 °C and 136 °C, respectively. The corresponding values for the deck were 176 °C and 138 °C. Upon the conclusion of the experiment, the maximum displacement deformation in the direction towards the furnace from the center of the cabin wall was 54 mm, and from the center of the deck, the maximum displacement deformation towards the furnace was 28 mm. This research can provide guidance for the design of fire-resistant ship compartment structures.
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spelling doaj.art-1d0aeb04f43b4da3a6946575e02b540a2023-11-18T11:07:15ZengMDPI AGJournal of Marine Science and Engineering2077-13122023-06-01116120010.3390/jmse11061200Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore InstallationsShuai Zong0Kun Liu1Weijian Qiu2Zhenguo Gao3Jiaxia Wang4School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, ChinaSchool of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, ChinaSchool of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, ChinaSchool of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, ChinaSchool of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, ChinaInvestigating the loss of integrity (E) in cabin walls and decks, as well as the role of insulation capabilities, holds significant implications for preventing serious human, economic and environmental damage caused by the ignition of cabins in ships and ocean platforms due to fires and explosions. In this study, the fire resistance of A-60 class ship bulkheads and decks was evaluated through two groups of standard fire resistance tests. In the first test, the steel structure side of the bulkhead was exposed to the fire, while in the second test, the mineral wool and L-shaped stiffeners side of the deck was exposed to the fire. Numerical material models for steel and mineral wool were established based on standards, and the temperature distribution and structural deformation were simulated using Abaqus. The results showed a good correlation with the experimental data. The maximum and average temperature increases on the unheated surface of the bulkhead during the standard fire resistance test were 158 °C and 136 °C, respectively. The corresponding values for the deck were 176 °C and 138 °C. Upon the conclusion of the experiment, the maximum displacement deformation in the direction towards the furnace from the center of the cabin wall was 54 mm, and from the center of the deck, the maximum displacement deformation towards the furnace was 28 mm. This research can provide guidance for the design of fire-resistant ship compartment structures.https://www.mdpi.com/2077-1312/11/6/1200fire resistance testtemperature distributionstructural deformation
spellingShingle Shuai Zong
Kun Liu
Weijian Qiu
Zhenguo Gao
Jiaxia Wang
Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
Journal of Marine Science and Engineering
fire resistance test
temperature distribution
structural deformation
title Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
title_full Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
title_fullStr Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
title_full_unstemmed Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
title_short Numerical and Experimental Analysis of Fire Resistance for Bulkhead and Deck Structures of Ships and Offshore Installations
title_sort numerical and experimental analysis of fire resistance for bulkhead and deck structures of ships and offshore installations
topic fire resistance test
temperature distribution
structural deformation
url https://www.mdpi.com/2077-1312/11/6/1200
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AT weijianqiu numericalandexperimentalanalysisoffireresistanceforbulkheadanddeckstructuresofshipsandoffshoreinstallations
AT zhenguogao numericalandexperimentalanalysisoffireresistanceforbulkheadanddeckstructuresofshipsandoffshoreinstallations
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