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Investigation of Structural Behavior of Candidate Space Station Structure

Investigation of Structural Behavior of Candidate Space Station Structure

          
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About the Book

Quantitative evaluations of the structural loads, stiffness and deflections of an example Space Station truss due to a variety of influences, including manufacturing tolerances, assembly operations, and operational loading are reported. The example truss is a dual-keel design composed of 5-meter-cube modules. The truss is 21 modules high and 9 modules wide, with a transverse beam 15 modules long. One problem of concern is the amount of mismatch which will be expected when the truss is being erected on orbit. Worst-case thermal loading results in less than 0.5 inch of mismatch. The stiffness of the interface is shown to be less than 100 pounds per inch. Thus, only moderate loads will be required to overcome the mismatch. The problem of manufacturing imperfections is analyzed by the Monte Carlo approach. Deformations and internal loads are obtained for ensembles of 100 example trusses. All analyses are performed on a personal computer. The necessary routines required to supplement commercially available programs are described. Hedgepeth, John M. and Miller, Richard K. Unspecified Center DYNAMIC STRUCTURAL ANALYSIS; LOADS (FORCES); ORBITAL ASSEMBLY; SPACE STATION STRUCTURES; STIFFNESS; TRUSSES; COMPUTER PROGRAMS; DEFLECTION; LONGERONS; MATHEMATICAL MODELS; MISALIGNMENT; MONTE CARLO METHOD; RESIDUAL STRESS; STRUCTURAL STRAIN; THERMAL STRESSES; TOLERANCES (MECHANICS)...


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Product Details
  • ISBN-13: 9781731270979
  • Publisher: Independently Published
  • Publisher Imprint: Independently Published
  • Height: 280 mm
  • No of Pages: 130
  • Spine Width: 7 mm
  • Width: 216 mm
  • ISBN-10: 1731270976
  • Publisher Date: 13 Nov 2018
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 317 gr


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