Effects of Random Errors on Space Station Truss

by Richard K. Miller, Univ of Southern California, Los Angeles, United States,
John M. Hedgepeth, Univ of Southern California, Los Angeles, United States,



Document Type: Proceeding Paper

Part of: Mechanics Computing in 1990's and Beyond

Abstract:

Results of Monte Carlo simulations of structural responses of a finite element model of a space station truss to random member length imperfections are reported The results reveal that a geometric precision of 1 part in 100,000 is likely to result in residual stresses less than 500 psi (3.40 MPa), and deformations less than 0.50 inches (12.7 mm).



Subject Headings: Structural response | Space structures | Space frames | Trusses | Monte Carlo method | Monte Carlo | Monaco | Europe

Services: Buy this book/Buy this article

 

Return to search