2004
DOI: 10.1016/j.ijpvp.2003.11.003
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The pressure reduction effect in smooth piping elbows—revisited

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Cited by 9 publications
(9 citation statements)
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“…These factors were derived for the specific load case of pure in-plane closing moment and internal pressure and are used, usually without modification, for in-plane opening moments and outof-plane loading. The results of an extensive nonlinear finite element study of the pressure reduction effect were recently reported by Lubis and Boyle [9,10]. Both papers dealt with pressure reduction effect for in-plane bending moment.…”
Section: Introductionmentioning
confidence: 94%
“…These factors were derived for the specific load case of pure in-plane closing moment and internal pressure and are used, usually without modification, for in-plane opening moments and outof-plane loading. The results of an extensive nonlinear finite element study of the pressure reduction effect were recently reported by Lubis and Boyle [9,10]. Both papers dealt with pressure reduction effect for in-plane bending moment.…”
Section: Introductionmentioning
confidence: 94%
“…Akan tetapi apabila tekanan internal diberikan pada pipa elbow yang sudah diberi beban bending, maka akan memberikan efek yang berlawanan dengan ovalisasi (pressure reduction effect) [3]. Artinya bahwa tekanan internal mengurangi tegangan akibat beban bending dan menurunkan fleksibilitasnya [4]. Pada kondisi aktual di lapangan, beban yang diterima oleh pipa elbow adalah beban termal.…”
Section: Pendahuluanunclassified
“…Efek pemberian tekanan internal pada pipa elbow dapat menyebabkan perilaku nonlinier apabila penampang pipa tidak lingkaran sempurna, tapi misalnya berbentuk oval akibat beban bending yang diterimanya [4]. Tidak banyak penelitian mengenai pipa elbow yang dilaporkan dalam literature yang membahas perilaku nonlinier pipa elbow yang disebabkan oleh tekanan internal dan beban termal.…”
Section: Pendahuluanunclassified
“…where the coefficients n i are dimensionless; the free term can be easily determined from the equation of equality of axial forces (25). It can be shown that the cross-sectional area F 1 , which is found as an integral of 0 5 1 0 .…”
Section: Idea Of Solution Of the Problemmentioning
confidence: 99%
“…Nevertheless, the nonlinear deformation behavior of pipe bends in such problems is of interest to researchers. As was pointed out in [25], "the stabilizing effect of internal pressure is well known but poorly understood. "…”
mentioning
confidence: 99%