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Analysis of large-scale gas explosion tests and assessment of potential impact on structures

机译:大型气体爆炸试验的分析和对结构的潜在影响的评估

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摘要

This document provides a framework for the assessment of gas explosion impact on structures. It shows how the probability of a structure achieving a predefined level of success in withstanding a defined gas explosion scenario may be calculated. The thesis opens with a general introduction to the need for assessing the impact of gas explosions in offshore installations. In the second chapter relevant literature regarding the existing theory and approaches used in assessment of gas explosions is reviewed. In particular, limitations of existing techniques are highlighted. The experimental data that is available to the author is also discussed. In the third chapter a set of objectives is defined. Meeting these objectives would allow many of the outstanding issues in gas explosion assessment, highlighted in chapter two, to be addressed. These objectives essentially define the need for assessment of explosions to relate to the impact upon the structure they engulf and that the impact is dependent not only upon the explosion but upon the structure so effected. The fourth chapter extends an existing technique of applying time-averaging windows to pressure-time histories from explosions. In this chapter, the importance of an approach to analysing explosions that relates directly to structural response is first established. An improved understanding of the effect of explosion parameters upon explosion magnitude is also made. The fifth chapter makes use of conventional signal analysis techniques to address weaknesses of time-averaging approach. These techniques allow a better relationship between identified structural response frequency and quantification of loading to be reached. These techniques also allow analysis of the explosion time history to be made in the frequency domain. Our understanding of the explosion parameters on explosion magnitude is again advanced. Whereas the fifth chapter allows analysis to be made in the frequency pressure domain, the sixth chapter shows how analysis can be made in the frequency-loading domain. This is achieved by assessing the impact of pressure-time histories on a simple oscillating structure, a single degree of freedom object. Of all the techniques developed, this is believed to be the most appropriate. In the seventh chapter we begin to apply the techniques developed by assessing, among other things, the inherent repeatability of an explosion and our ability to accurately predict the magnitude of the explosion. We start to generate a body of statistical data relating to accidental gas explosions. Chapter eight shows how the knowledge gained in previous chapters might be applied within a framework that is relevant to current practices in risk assessment. The framework selected is known as the limit state approach. It is shown how performance criteria for the structure undergoing gas explosions might be set and how the probability of the structure meeting these conditions might be assessed.
机译:本文档提供了评估气体爆炸对结构影响的框架。它显示了如何计算结构在承受定义的气体爆炸情况下达到预定成功级别的概率。本文首先介绍了评估海上爆炸对天然气爆炸的影响的必要性。在第二章中,回顾了有关气体爆炸评估中使用的现有理论和方法的相关文献。特别地,突出了现有技术的局限性。还讨论了可供作者使用的实验数据。在第三章中,定义了一组目标。达到这些目标将使第二章强调的气体爆炸评估中的许多悬而未决的问题得以解决。这些目标从本质上定义了评估爆炸的必要性,以使其对吞没的结构产生影响,并且影响不仅取决于爆炸,还取决于如此影响的结构。第四章扩展了将时间平均窗口应用于爆炸压力时间历史的现有技术。在本章中,首先确定了与结构响应直接相关的爆炸分析方法的重要性。还可以更好地理解爆炸参数对爆炸强度的影响。第五章利用传统的信号分析技术来解决时间平均方法的缺点。这些技术允许在确定的结构响应频率和要达到的载荷量化之间建立更好的关系。这些技术还允许在频域中分析爆炸时间历史。我们对爆炸参数关于爆炸强度的理解再次得到提高。第五章允许在频率压力域中进行分析,而第六章则说明如何在频率负载域中进行分析。这是通过评估压力时间历史记录对简单的振荡结构,单个自由度对象的影响来实现的。在所有开发的技术中,这被认为是最合适的。在第七章中,我们开始应用通过评估(除其他外)爆炸固有的可重复性以及我们准确预测爆炸强度的能力而开发的技术。我们开始生成与意外气体爆炸有关的大量统计数据。第八章介绍了如何在与当前风险评估实践相关的框架内应用前几章中获得的知识。选择的框架称为极限状态方法。它显示了如何设置经受气体爆炸的结构的性能标准以及如何评估结构满足这些条件的可能性。

著录项

  • 作者

    Shearer, Murray J.;

  • 作者单位

    University of Surrey (United Kingdom).;

  • 授予单位 University of Surrey (United Kingdom).;
  • 学科 Civil engineering.
  • 学位 D.Eng.
  • 年度 2003
  • 页码 386 p.
  • 总页数 386
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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