An analysis is presented for determining the large, transverse deflections of tubular structures that are mechanically coupled at discrete locations along their length. The nonlinearities treated are characteristic of the limiting nature of frictional and spring-type coupling. Tubular structures are analyzed by considering the assembly of tubes to be subdivided into axial segments between adjacent coupling locations. The governing relationships are developed for tubular structures consisting of any number of different types of tubes. The end product is a well-behaved linear system of equations, which is solved under iteration of applied loading for the nonlinear, transverse deflections of each tubular segment. Reactor fuel assemblies are considered for specific examples of coupled tubular structures, and numerical results are compared with experimental measurements of actual assemblies to demonstrate the accuracy of the analysis.
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November 1971
This article was originally published in
Journal of Engineering for Industry
Research Papers
Nonlinear Deflection Analysis for Coupled Tubular Structures
L. L. Barinka
L. L. Barinka
Babcock and Wilcox Power Generation Div., Nuclear Power Generation Dept., Lynchburg, Va.
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L. L. Barinka
Babcock and Wilcox Power Generation Div., Nuclear Power Generation Dept., Lynchburg, Va.
J. Eng. Ind. Nov 1971, 93(4): 1255-1260
Published Online: November 1, 1971
Article history
Received:
September 18, 1970
Online:
July 15, 2010
Citation
Barinka, L. L. (November 1, 1971). "Nonlinear Deflection Analysis for Coupled Tubular Structures." ASME. J. Eng. Ind. November 1971; 93(4): 1255–1260. https://doi.org/10.1115/1.3428071
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