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Study on the Application of Passive Fire Protection on FPSO Topside Structures
DC Field | Value | Language |
---|---|---|
dc.contributor.advisor | 장범선 | - |
dc.contributor.author | 마틴 | - |
dc.date.accessioned | 2017-07-14T03:26:54Z | - |
dc.date.available | 2017-07-14T03:26:54Z | - |
dc.date.issued | 2013-08 | - |
dc.identifier.other | 000000013336 | - |
dc.identifier.uri | https://hdl.handle.net/10371/123638 | - |
dc.description | 학위논문 (석사)-- 서울대학교 대학원 : 산업·조선공학부, 2013. 8. 장범선. | - |
dc.description.abstract | Fire is a continuous threat to FPSO topside modules as large amounts of oil and gas are passing through the modules. As a conventional measure to mitigate structural failure under fire, passive fire protection is widely used on main structural members. However, wider use of PFP can cause considerable cost for material purchase, installation, inspection and maintenance. The installation time can be a burden since the work should be done nearly the last stage after all equipment and pipes are installed. Thus, the minimal use of PFP can be beneficial to the reduction of construction cost and schedule delay. This paper presents a study of how the minimum passive fire protection for adequate safety can be achieved through a series of thermal elasto-plastic FE analysis. It aims at better understanding of the structural behavior with different PFP applications under plausible fire exposure. | - |
dc.description.tableofcontents | 1. Introduction
2. State of Art 3. Object of Passive Fire Protection 3.1. Physical Concepts of Heat Transfer 3.2. Passive Fire Protection 3.3. Critical Elements 3.4. Structural integrity 4. Software 4.1. Thermal Response Methodology with FATHS 4.2. Mechanical Response Methodology with FATHS 4.3. Generation of Fire Scenarios using FATHS 5. Study on the effect of coatback 5.1. General 5.2. Model and heat load 5.2.1. Case Study I - Shell vs. beam element model 5.2.2. Case study II - length of Coatback 5.2.3. Case study III - Coatback with respect to loads 5.3. Discussion 6. Topside Module Study 6.1. Introduction 6.2. Model description 6.3. Fire Scenario 6.4. Loads and Boundary Conditions 6.5. PFP Extent 7. Results 7.1. Structural Integrity – First Set 7.2. Structural Integrity – Second Set 8. Conclusion 9. Future work 10. Bibliography 11. Appendix 11.1. Material Properties PFP 11.2. Material Properties Steel | - |
dc.format | application/pdf | - |
dc.format.extent | 5569894 bytes | - |
dc.format.medium | application/pdf | - |
dc.language.iso | en | - |
dc.publisher | 서울대학교 대학원 | - |
dc.subject | Passive fire protection | - |
dc.subject | collapse time | - |
dc.subject | heat transfer analysis | - |
dc.subject | nonlinear FE analysis | - |
dc.subject.ddc | 623 | - |
dc.title | Study on the Application of Passive Fire Protection on FPSO Topside Structures | - |
dc.type | Thesis | - |
dc.description.degree | Master | - |
dc.citation.pages | 53 | - |
dc.contributor.affiliation | 공과대학 산업·조선공학부 | - |
dc.date.awarded | 2013-08 | - |
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