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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 108
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING
Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping
Paper 43

An Investigation of Stress Factors for a Circular Hole in a Cylindrical Shell

R. Kamalarajah, W. Stoffberg, J.W. Bull and M. Chizari

Department of Mechanical, Aerospace and Civil Engineering, College of Engineering, Design and Physical Sciences, Brunel University London, United Kingdom

Full Bibliographic Reference for this paper
R. Kamalarajah, W. Stoffberg, J.W. Bull, M. Chizari, "An Investigation of Stress Factors for a Circular Hole in a Cylindrical Shell", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 43, 2015. doi:10.4203/ccp.108.43
Keywords: cylindrical shell, hole in shell, optimization, finite elements, torsion, bending, ABAQUS.

Summary
Circular cut-outs in cylindrical shells are a common design element in many areas of mechanical engineering. These holes can be for required inspection hatchways in a pipeline or for the access of piping. In these cases, membrane and bending stresses are developed at the edge of the hole and develop perturbations further away from the edge of the hole. In a previous paper by one of the authors, finite element and laboratory tests were carried out on three cylindrical shells. These tests included axial compression, torsion and three point bending on each cylindrical shell. The laboratory tests were conducted using steel cylindrical shells of radius 133.5 mm, length of approximately 1850 mm, with each shell having a single circular hole of a radius, of 62.86 mm, 126.49 mm or 196.01 mm.

In the present research presented in this paper the theoretical and experimental results from the previous work are considered and assessed. Due to the advances in computer hardware and software, the authors use both three dimensional finite elements and shell elements to appraise the previous results.

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