Finite element analysis of an elbow tube in concrete anchor used in water supply networks

• Published in: Proceedings of the Institution of Mechanical Engineers. Part L, Journal of materials, design and applications Journal of materials, design and applications, 2020-01, Vol.234 (1), p.3-11
• Main Authors: Vlase, Sorin, Scarlătescu, Daniel, Marin, Marin, Öchsner, Andreas
• Format: Article
• Language: English
• Subjects: Anchors; Concrete blocks; Finite element method; High density polyethylenes; Strain; Stress distribution; Water supply; Water supply systems
• ISSN: 1464-4207; 2041-3076
• DOI: 10.1177/1464420719871690

This paper aims to analyze the stress and strain states appearing in the elbow of a tube, such as those commonly used in a city’s water supply network. The stress field is characterized by the fact that there is a significant stress increase when compared to a straight tube. As a result, the strength of such an elbow must be investigated and guaranteed for such a network to be well designed. A practical solution used is to anchor the elbow in a massive concrete block. The paper compares the stress field that occurs in the elbow when it is free, buried in the ground, and when it is anchored in a massive concrete block. Furthermore, we investigate how a crack appears and propagates in the elbow. This happens especially for the elbow buried in the ground where the stress and strain are higher than when the elbow is anchored in concrete. The results obtained can be used in the current practice in the case of water supply networks made by high-density polyethylene pipes.