Technical Papers
Feb 10, 2017

Computationally Efficient Finite-Element Modeling of Braided Inflatable Structural Members with Axial Reinforcing

Publication: Journal of Engineering Mechanics
Volume 143, Issue 6

Abstract

Braided, inflatable structural members with axial reinforcing cords have the ability to accommodate loading with a low mass and small storage volume. These members are particularly attractive for space-based applications. There is currently a need to develop computationally efficient structural design methodologies for these unique, compliant, inflatable structural members so that engineers can more-effectively perform structural analyses and conduct structural-optimization studies. In this paper, an analysis methodology is developed for the three-dimensional, large-displacement, materially nonlinear behavior of these inflatable, slender members that includes the effect of the internal inflation pressure. A three-dimensional, corotational, flexibility-based fiber-beam element is employed to handle geometric and material nonlinearities. Comparisons are made with the in-plane and out-of-plane response of component-level testing of inflatable straight tubes, as well as to higher-fidelity shell-based finite-element models. The model results show good agreement with both shell-based finite element (FE) models (with a significantly decreased number of degrees of freedom), and results of component-level tests well past the point where test specimens lose internal prestress due to bending and exhibit a nonlinear response.

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Acknowledgments

This work was supported in part by a NASA Space Technology Research Fellowship. The authors acknowledge additional funding from the Maine Space Grant Consortium through the NASA Experimental Program to Stimulate Competitive Research.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 6June 2017

History

Received: Apr 28, 2016
Accepted: Oct 19, 2016
Published ahead of print: Feb 10, 2017
Published online: Feb 11, 2017
Published in print: Jun 1, 2017
Discussion open until: Jul 11, 2017

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Authors

Affiliations

Andrew C. Young [email protected]
Graduate Research Assistant, Advanced Structures and Composites Center, Univ. of Maine, 35 Flagstaff Rd., Orono, ME 04469-5793. E-mail: [email protected]
William G. Davids, Ph.D., M.ASCE [email protected]
P.E.
John C. Bridge Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of Maine, 5711 Boardman Hall, Orono, ME 04469-5711 (corresponding author). E-mail: [email protected]
Andrew J. Goupee, Ph.D. [email protected]
Libra Assistant Professor, Dept. of Mechanical Engineering, Univ. of Maine, 5711 Boardman Hall, Orono, ME 04469-5711. E-mail: [email protected]
Joshua D. Clapp [email protected]
Ph.D. Candidate and Research Engineer, Advanced Structures and Composites Center, Univ. of Maine, 35 Flagstaff Rd., Orono, ME 04469-5793. E-mail: [email protected]

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