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NON-STRUCTURAL MASS MODELING IN AIRCRAFT IMPACT ANALYSIS

机译:飞机碰撞分析中的非结构质量模型

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The current paper presents an investigation of the effects on a generic reinforced concrete containment structure subjected to impact by a large commercial aircraft, whereas different modelling approaches for the non-structural mass are applied. The straightforward approach for modelling of the non-structural mass of the aircraft (e.g. fuel and payload) is to include it as additional density to the corresponding structural elements. This approach, which is referred to as 'rigid mass modelling' would lead to conservative results in case of impact analysis as the non-structural mass remains attached to the aircraft for the entire duration of the calculation, resulting in an overestimation of the impact effects. An alternative approach for modelling of the non-structural mass is the application of the Smooth Particle Hydrodynamics (SPH) method. For the purposes of the current study, two models of the aircraft B777-300ER are created - one with the non-structural mass considered as additional mass density and another one, with the non-structural mass modelled with SPH particles. The crushing pattern of the plane corresponding to the two models is compared by impact simulation into a rigid wall. Additionally, the influence of the non-structural mass model on the structural capacity of a generic reinforced concrete containment is investigated. The damage effects, in terms of perforation area and displacement at the impact location, are compared; fragilities for perforation scenarios are presented, too. As a conclusion, it is shown that the 'rigid mass modelling' seems more conservative than the realistic SPH model of nonstructural mass although the latter may require significant computational effort.
机译:本文提出了对大型商用飞机撞击普通钢筋混凝土围护结构的影响的研究,而对非结构体采用了不同的建模方法。飞机非结构质量(例如燃料和有效载荷)建模的直接方法是将其作为附加密度添加到相应的结构元素中。这种方法称为“刚性质量建模”,在进行影响分析时会产生保守的结果,因为在整个计算过程中,非结构性质量始终附着在飞机上,从而导致对影响的高估。非结构质量建模的另一种方法是应用光滑粒子流体动力学(SPH)方法。为了本研究的目的,创建了B777-300ER飞机的两个模型-一个模型将非结构性质量视为附加质量密度,另一个模型将非结构性质量建模为SPH粒子。通过冲击模拟将两个模型对应的平面的破碎模式比较成刚性壁。此外,还研究了非结构质量模型对普通钢筋混凝土安全壳结构容量的影响。比较了穿孔区域和冲击位置位移的破坏效果;还介绍了射孔方案的脆弱性。结论表明,“刚性质量建模”似乎比非结构性质量的实际SPH模型更为保守,尽管后者可能需要大量的计算工作。

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