High Pressure Technology 2002
DOI: 10.1115/pvp2002-1162
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Stress Concentration Factors of Cross-Bores in Thick Walled Cylinders and Square Blocks

Abstract: The purpose of this paper is to investigate the stress concentration in stress fields around crossbores for closed-end thick-walled square blocks and cylindrical shells using the finite element method. These stress concentration factors are presented and discussed as a function of the ratio of crossbore radius to the cylinder internal radius (HR/Ri = 0.01 to 0.7) for a range of wall ratios (Y = 1.5 to 5). Charts and simple expressions are provided for ease of use.

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(2 citation statements)
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“…Further work on using finite element analysis by Dixon et al (2002) was done on thick-walled square blocks and cylinders. The SCFs (hoop and shear) were analyzed and presented as a function of the ratio of cross bore radius to the cylinder radius varying from 0.01 to 0.07 for a variety of wall ratios ranging from K =1.5 to 5.…”
Section: Stress Concentration Factor (Scf)mentioning
confidence: 99%
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“…Further work on using finite element analysis by Dixon et al (2002) was done on thick-walled square blocks and cylinders. The SCFs (hoop and shear) were analyzed and presented as a function of the ratio of cross bore radius to the cylinder radius varying from 0.01 to 0.07 for a variety of wall ratios ranging from K =1.5 to 5.…”
Section: Stress Concentration Factor (Scf)mentioning
confidence: 99%
“…Research on the investigation of SCFs as a function of the ratio of cross bore radius to the cylinder internal radius where K=0.01 varied to 0.07 for a variety of wall ratios of K s = 1.5 to 5 using finite element method has been discussed (Dixon et al, 2002). The paper presented charts detailing the effects of cross bore radius ratios on hoop SCFs in cylinders and blocks.…”
Section: Thickness Ratiomentioning
confidence: 99%