中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (5): 174-181.doi: 10.16265/j.cnki.issn1003-3033.2026.05.1203

• 安全技术与工程 • 上一篇    下一篇

内爆载荷下复合材料浮盘抗爆性能分析

芦烨(), 丁宇奇**(), 王智坚, 吕奇霖, 李智超, 曹兵阳   

  1. 东北石油大学 机械科学与工程学院, 黑龙江 大庆 163318
  • 收稿日期:2025-12-20 修回日期:2026-03-01 出版日期:2026-05-28
  • 通信作者:
    ** 丁宇奇(1982—),男,黑龙江肇东人,博士,教授,主要从事油气储运装备安全评价和优化设计方面的研究。E-mail:
  • 作者简介:

    芦 烨 (1985—),女,黑龙江哈尔滨人,博士,讲师,主要从事油气储运装备安全评价及优化设计等方面的研究。E-mail:

  • 基金资助:
    中国博士后科学基金资助(2024M760850)

Analysis of explosion resistance of composite floating roofs under implosion loads

Lu Ye(), Ding Yuqi**(), Wang Zhijian, Lyu Qilin, Li Zhichao, Cao Bingyang   

  1. College of Mechanical Science and Engineering, Northeast Petroleum University, Daqing Heilongjiang 163318, China
  • Received:2025-12-20 Revised:2026-03-01 Published:2026-05-28

摘要:

为揭示浮盘密封性能退化引发的挥发气体泄漏燃爆及其对复合材料浮盘的破坏机制,构建考虑蜂窝芯层胞元结构的储液-复合材料浮盘多相耦合模型。通过罐内可燃气体-复合材料浮盘-储液的多相耦合分析,对比内爆载荷下浮盘面板及蜂窝芯层的不同损伤形式,并系统探究面板铺层角度、蜂窝几何参数(壁厚、高度、边长)及胞元构型(正六边形、圆形密排/疏排)对浮盘抗爆性能的影响。结果表明:在低液位工况下,浮盘以上面板以基体拉伸损伤为主(面积占比6.82%),伴生0.16%的纤维压缩和基体压缩损伤;最优面板铺层角度为[45°/90°/45°/90°],基体拉伸损伤面积占比降至5.03%,浮盘抗爆性能最好;正六边形蜂窝芯层抗爆性能优于圆形,密排圆形蜂窝承载能力强于疏排;增大蜂窝壁厚或高度、减小边长均可增强浮盘抗爆性能。

关键词: 内爆载荷, 复合材料浮盘, 抗爆性能, 基体拉伸, 蜂窝芯层

Abstract:

In order to elucidate the combustion and explosion of volatile gas leaks caused by degradation of the floating roof seal performance and its destructive mechanism on composite floating roofs, a multiphase coupled model of liquid storage-composite floating roof incorporating the cell structure of the honeycomb core layer was established. Multiphase coupling analysis of the tank's combustible gas, composite floating roof, and stored liquid was employed in this study to compare damage patterns in the roof panel and honeycomb core under implosion loads. A methodical inquiry was initiated to explore the impact of panel layering angles, honeycomb geometric parameters (including wall thickness, height, and edge length), and cellular element configurations (i.e., regular hexagons, circular, close-packed, and sparingly packed cells) on the blast resilience performance of floating roofs. The results indicate that, in circumstances where liquid levels are at a low ebb, the upper panel is primarily subject to matrix tensile damage (6.82% area fraction), accompanied by 0.16% fibre compression and matrix compression damage. The optimal panel lay-up angle [45°/90°/45°/90°] has been demonstrated to reduce matrix tensile damage to 5.03% area fraction, thus yielding the optimum level of explosion resistance. Hexagonal honeycomb cores have been shown to demonstrate superior blast resistance in comparison to circular cores, while densely packed circular honeycomb exhibits greater load-bearing capacity than sparsely packed configurations. Increasing the thickness and height of honeycomb cells, or reducing cell edge length, has been demonstrated to enhance the floating roof's capacity for blast resistance.

Key words: implosion load, composite floating roof, explosion resistance, matrix tensile, honeycomb core layer

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