碳氢化合物火灾下钢加筋板残余强度的数值研究

Jeong Hwan Kim, Daesung Baeg, J. Seo
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引用次数: 4

摘要

目前的工业实践和方法是简化的,并且没有描述海上上层结构的电镀元件在火灾安全设计中的实际行为。因此,以残余强度容量等耐火特性为基础的综合防火安全设计方法来弥补现有方法的不足。本文采用数值方法研究了碳氢化合物喷射火灾下钢加筋板的残余强度。在不同的概率选择暴露条件下,对喷射火灾的位置、侧面、面积和持续时间进行了一系列非线性有限元分析。这些被用来评估暴露的火对船形近海结构钢加筋板的剩余强度的影响。采用具有可行火灾位置的概率方法来确定与热结构响应相关的可信火灾情景。采用非线性有限元分析程序,对轴向压缩载荷作用下火灾情景下的残余强度进行了分析。结果被用来推导出封闭形式的表达式来预测不同喷火特性下钢加筋板的剩余强度。该结果可用于评估海上设施中暴露于火灾事故风险的结构的可持续性。通讯作者Jung Kwan Seo: +82-51-510-2415, seojk@pusan.ac.kr本文是根据仁川2018年KSOE年度秋季会议的会议记录进行的修订版。这是一篇根据创作共用署名非商业许可(http://creativecommons.org/licenses/by-nc/4.0)条款发布的开放获取文章,该许可允许在任何媒介上不受限制地进行非商业使用、分发和复制,前提是正确引用原创作品。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Investigation of Residual Strength of Steel Stiffened Panel Exposed to Hydrocarbon Fire
Current industrial practices and approaches are simplified and do not describe the actual behavior of plated elements of offshore topside structures for safety design due to fires. Therefore, it is better to make up for the defective methods with integrated fire safety design methods based on fire resistance characteristics such as residual strength capacity. This study numerically investigates the residual strength of steel stiffened panels exposed to hydrocarbon jet fire. A series of nonlinear finite element analyses (FEAs) were carried out with varying probabilistic selected exposures in terms of the jet fire location, side, area, and duration. These were used to assess the effects of exposed fire on the residual strength of a steel stiffened panel on a ship-shaped offshore structure. A probabilistic approach with a feasible fire location was used to determine credible fire scenarios in association with thermal structural responses. Heat transfer analysis was performed to obtain the steel temperature, and then the residual strength was obtained for the credible fire scenarios under compressive axial loading using nonlinear FEA code. The results were used to derive closed-form expressions to predict the residual strength of steel stiffened panels with various exposure to jet fire characteristics. The results could be used to assess the sustainability of structures at risk of exposure to fire accidents in offshore installations. Received 19 January 2021, revised 15 May 2021, accepted 31 May 2021 Corresponding author Jung Kwan Seo: +82-51-510-2415, seojk@pusan.ac.kr It is noted that this paper is revised edition based on proceedings of the Annual Autumn Conference of KSOE 2018 in Incheon. c 2021, The Korean Society of Ocean Engineers This is an open access article distributed under the terms of the creative commons attribution non-commercial license (http://creativecommons.org/licenses/by-nc/4.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
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