2012
DOI: 10.1016/j.marstruc.2011.12.003
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Analytical expressions for stress distributions in lined pipes: Axial stress and contact pressure interaction

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Cited by 25 publications
(17 citation statements)
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“…Both physical and geometric nonlinearity is contained, in addition to the complex boundary conditions [1][2][3], which make it difficult to establish a rigorous theoretical analysis for hydraulic bulging and drawing forming of bi-metallic composite pipe. Some researchers employed finite element simulation to perform relevant analysis, good results were obtained [4][5][6]; In 1976, Krips once studied the process of tube expanding in a sheet for manufacturing heat exchanger [7,8], he proposed an analytical solution for residual contact pressure of such tube expanding in a sheet, his assumptions were an ideal elastic-plastic material model, and the same elastic modulus for both tube and sheet materials. While in 1982, Masashi Takemoto gave the relationship between the expanding pressure P i and the contact between the pressure P c by assuming Tresca yield criterion and ideal elastic-plastic material model [9].…”
Section: Introductionmentioning
confidence: 99%
“…Both physical and geometric nonlinearity is contained, in addition to the complex boundary conditions [1][2][3], which make it difficult to establish a rigorous theoretical analysis for hydraulic bulging and drawing forming of bi-metallic composite pipe. Some researchers employed finite element simulation to perform relevant analysis, good results were obtained [4][5][6]; In 1976, Krips once studied the process of tube expanding in a sheet for manufacturing heat exchanger [7,8], he proposed an analytical solution for residual contact pressure of such tube expanding in a sheet, his assumptions were an ideal elastic-plastic material model, and the same elastic modulus for both tube and sheet materials. While in 1982, Masashi Takemoto gave the relationship between the expanding pressure P i and the contact between the pressure P c by assuming Tresca yield criterion and ideal elastic-plastic material model [9].…”
Section: Introductionmentioning
confidence: 99%
“…The error(s) introduced by the simplifying assumptions listed above have been shown by Vedeld et al [12] to have a negligible influence on the overall solutions relevant for this paper, since comparisons to full 3D solutions using a sophisticated finite element approach showed excellent correspondence to the derived equations. The coordinate system chosen in this paper is a standard cylindrical coordinate system, as depicted in Fig.…”
Section: Assumptions and Choice Of Theorymentioning
confidence: 61%
“…Moderate to significant underestimation of the residual hoop stresses will also be demonstrated. Based on the formulas deduced by Vedeld et al [12], it is shown that more reasonable interpretations, with less statistical deviations, are attained for available test results.…”
Section: Introductionmentioning
confidence: 93%
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