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"NASA Technical Reports Server (NTRS) 19900015858: Dynamic Analysis Of Space-related Linear And Non-linear Structures" and the language of the book is English.


“NASA Technical Reports Server (NTRS) 19900015858: Dynamic Analysis Of Space-related Linear And Non-linear Structures” Metadata:

  • Title: ➤  NASA Technical Reports Server (NTRS) 19900015858: Dynamic Analysis Of Space-related Linear And Non-linear Structures
  • Author: ➤  
  • Language: English

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  • Internet Archive ID: NASA_NTRS_Archive_19900015858

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"NASA Technical Reports Server (NTRS) 19900015858: Dynamic Analysis Of Space-related Linear And Non-linear Structures" Description:

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In order to be cost effective, space structures must be extremely light weight, and subsequently, very flexible structures. The power system for Space Station Freedom is such a structure. Each array consists of a deployable truss mast and a split blanket of photovoltaic solar collectors. The solar arrays are deployed in orbit, and the blanket is stretched into position as the mast is extended. Geometric stiffness due to the preload make this an interesting non-linear problem. The space station will be subjected to various dynamic loads, during shuttle docking, solar tracking, attitude adjustment, etc. Accurate prediction of the natural frequencies and mode shapes of the space station components, including the solar arrays, is critical for determining the structural adequacy of the components, and for designing a dynamic controls system. The process used in developing and verifying the finite element dynamic model of the photo-voltaic arrays is documented. Various problems were identified, such as grounding effects due to geometric stiffness, large displacement effects, and pseudo-stiffness (grounding) due to lack of required rigid body modes. Analysis techniques, such as development of rigorous solutions using continuum mechanics, finite element solution sequence altering, equivalent systems using a curvature basis, Craig-Bampton superelement approach, and modal ordering schemes were utilized. The grounding problems associated with the geometric stiffness are emphasized.

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