Analysis and simulation of curved hoses under internal pressure—3D continuum models

Author:

Hoesch Quirin12ORCID,Roller Michael1,Schneider‐Jung Fabio1,Linn Joachim1,Müller Ralf2

Affiliation:

1. Department of Mathematics for Vehicle Engineering Fraunhofer Institute for Industrial Mathematics ITWM Kaiserslautern Germany

2. Department of Civil and Environmental Engineering Technical University of Darmstadt Darmstadt Germany

Abstract

AbstractThis contribution aims to model and characterize the nonlinear elastic behavior of hoses under internal pressure. A highly resolved 3D continuum model is used to identify relevant effects of preformed hoses under internal pressure. The focus of this work is on the Bourdon effect, which is illustrated by simulating two simplified models, a full torus and a quarter torus. For a full torus, the Bourdon effect can be observed by the fact that the radius of curvature increases in addition to the expansion of the cross‐sectional radius. For a quarter torus, which is a simplified example of a curved hose, the Bourdon effect can be observed by the tendency of the hose to straighten under internal pressure. Furthermore it is detected for both examples that the non‐constant distribution of the poloidal (hoop) stress over the cross‐section leads to an ovalization behavior. In addition, the model of a quarter torus is extended to a more complex model with straight hose sections at both ends.

Publisher

Wiley

Reference12 articles.

1. Mathematics in industry;Linn J.,2022

2. Linn J. Hermansson T. Andersson F. &Schneider F.(2017).Kinetic aspects of discrete cosserat rods based on the difference geometry of framed curves.Proceedings of the 8th ECCOMAS Thematic Conference on Multibody Dynamics Czech Republic (2017) 163–176.

3. Abdulhameed D. Adeeb S. Cheng R. &Martens M.(2016).The influence of the Bourdon effect on pipe elbow.Proceedings of the 11th International Pipeline Conference Canada (2016).

4. Leitfaden der Technischen Mechanik

5. Bourdon E.(1849).Notes on pressure gauges. (1849).

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