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首页> 外文期刊>Thin-Walled Structures >Formation And Stability Of A Cylindrical Iltdbs Reticulated Mega-structure Braced With Single-layer Latticed Membranous Shell Substructures
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Formation And Stability Of A Cylindrical Iltdbs Reticulated Mega-structure Braced With Single-layer Latticed Membranous Shell Substructures

机译:单层网状膜壳亚结构支撑的圆柱形Iltdbs网状巨型结构的形成和稳定性

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摘要

For a cylindrical intersecting-latticed-three-dimensional-beam-system (ILTDBS) reticulated mega-structure braced with single-layer latticed membranous shell substructures, the formation method, form parameters and support styles are first studied in this paper. And a program, which can automatically generate the form of the structure, is developed. Then the geometrically nonlinear mechanical model and stability analysis program are developed, and the stabilities of the structure are investigated. The structural ultimate bearing capacities and buckling modes including overall buckling and local buckling are studied in detail by parametric analyses. And the laws of determination of various parameters of the structure with different spans on the critical state between local and overall buckling are obtained. The work will provide guidance in theory for practical applications of this kind of structure.
机译:对于圆柱状相交的三维横梁系统(ILTDBS)网状巨型结构,单层网格状膜壳亚结构支撑,本文首先研究其形成方法,形状参数和支撑方式。并开发了可以自动生成结构形式的程序。然后开发了几何非线性力学模型和稳定性分析程序,并研究了结构的稳定性。通过参数分析详细研究了结构的极限承载力和屈曲模式,包括整体屈曲和局部屈曲。得出了确定局部屈曲和整体屈曲临界状态下跨度不同的结构各参数的定律。这项工作将为这种结构的实际应用提供理论指导。

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