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Verification study on buckling behaviour of composite cylinder with eccentric supports

机译:偏心支架组合圆柱屈曲特性的验证研究

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摘要

Imperfection sensitive structures such as unstiffened or skin-dominant shell structuresrnare commonly used for aeronautic and aerospace applications. Cylindrical shells arerndominating satellite launcher structures and a reliable methodology to calculate theirrnbehaviour in the early stages of design is fundamental to achieve optimum results.rnLauncher design requires fast and precise prediction of structural weight as well itsrnweight distribution already in the early design phase, because in that phase differentrnconcepts of the whole launcher system have to be evaluated in order to identify thernoptimal one. The prediction has to be precise, because less reliable ones might lead tornbasic changes, later in the detailed design phase, which might also influence the designrnof the whole system. Such changes in later design phases are extremely costly in termsrnof time and money; they definitely have to be avoided.rnThe dimensioning criterion with the design of launcher structures is buckling notrnbefore ultimate load, thus they do not have an exploitable post-buckling area. The mostrncritical aspect for numerical buckling prediction is the structure’s sensitivity to geometricrnand loading imperfections. Currently, imperfection sensitive shell structures prone tornbuckling are designed according to the NASA SP-8007 guideline [1], from 1968, usingrnits conservative lower bound curve. In this guideline the structural behaviour ofrncomposite materials is not appropriately considered, since the imperfection sensitivityrnand the buckling load of shells made of such materials depend on the lay-up design.rnThere is no specific design guideline for imperfection sensitive composite structuresrnprone to buckling. NASA performed high investments for the last 5 years with onernproject called “Shell Buckling Knock-down Factor” (SBKF) in order to develop a newrnguideline to calculate the knock-down factor of cylindrical shells prone to buckling [2],rnand also the European project DESICOS [3] (New Robust DESign Guideline forrnImperfection Sensitive COmposite Launcher Structures) is working on newrnmethodologies to estimate the ultimate load of such structures. An example ofrnapplicability of these new design guidelines could be the next generation of thernEuropean launchers family “Ariane” in order to maintain the actual position in thernsatellite launchers market [4].
机译:不完美的敏感结构,例如未加硬的或皮肤占优势的壳结构,通常用于航空和航天应用。圆柱壳在卫星发射器结构中占主导地位,在设计的早期阶段就采用可靠的方法计算其行为是获得最佳结果的基础。Launcher设计需要在设计的早期阶段就快速,准确地预测结构重量及其重量分布,因为为了确定最佳发射器,必须评估整个发射器系统的相位不同概念。预测必须准确,因为可靠性较差的预测可能会导致后期更改,在详细设计阶段的后期,这也可能影响整个系统的设计。后期设计阶段中的此类更改在时间和金钱上都极为昂贵;发射器结构设计的尺寸标准在极限载荷之前不会发生屈曲,因此它们没有可利用的后屈曲区域。数值屈曲预测最关键的方面是结构对几何和载荷缺陷的敏感性。目前,根据1968年的NASA SP-8007准则[1],使用保守的下界曲线设计了易于破损的不完善的壳结构。在本指南中,未适当考虑复合材料的结构特性,因为其缺陷敏感性和由这种材料制成的壳体的屈曲载荷取决于铺层设计。对于不易变形的不敏感复合材料结构,没有具体的设计指南。美国宇航局在过去的5年中,通过一项名为“壳屈曲击倒系数”(SBKF)的项目进行了高额投资,以制定新的准则来计算易于屈曲的圆柱壳的击倒系数[2],欧洲项目DESICOS [3](针对不完美的敏感复合发射器结构的新型鲁棒DESign指南)正在研究新方法,以估计此类结构的最终载荷。这些新设计指南的适用性的一个例子可能是欧洲rn发射器家族“ Ariane”的下一代,以便维持在卫星发射器市场中的实际地位[4]。

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  • 来源
  • 会议地点 Haifa(IL);Tel Aviv(IL)
  • 作者单位

    RTU, Riga Technical University, Institute of Materials and Structures, Riga, Latvia;

    RTU, Riga Technical University, Institute of Materials and Structures, Riga, Latvia;

    PFH, Private University of Applied Sciences Göttingen, Composite Engineering, Campus Stade, Germany;

    DLR, Institute of Composite Structures and Adaptive Systems, Braunschweig, Germany;

    PFH, Private University of Applied Sciences Göttingen, Composite Engineering, Campus Stade, Germany;

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