1972
DOI: 10.1016/0020-7403(72)90004-5
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Limit analysis of axisymmetric pressure vessel intersections of arbitrary shape

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Cited by 16 publications
(3 citation statements)
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“…Hodge & Belytschko (1968) reported slow convergence of the procedure, owing to the complex nature of the objective function. Following this initial work, various other non-linear programming formulations were proposed for computing upper bounds on the load capacity of plates, shells and structures (Biron & Charleux, 1972;Nguyen et al, 1978). Huh & Yang (1991) developed a general upper-bound procedure for plane stress problems using triangular elements with a linear velocity field.…”
Section: Historical Development Of Finite-element Upper-bound Analysismentioning
confidence: 99%
“…Hodge & Belytschko (1968) reported slow convergence of the procedure, owing to the complex nature of the objective function. Following this initial work, various other non-linear programming formulations were proposed for computing upper bounds on the load capacity of plates, shells and structures (Biron & Charleux, 1972;Nguyen et al, 1978). Huh & Yang (1991) developed a general upper-bound procedure for plane stress problems using triangular elements with a linear velocity field.…”
Section: Historical Development Of Finite-element Upper-bound Analysismentioning
confidence: 99%
“…On limit analysis of rotationally nonsymmetric problems, such as the problem in hand, Robinson et al [2,3] present a numerical approach to solve such problems such as oblique flush nozzle to spherical pressure vessels or cylindrical T-joints. Biron et al [4,5] propose an alternative zone approach to obtain limit loads for cylindercylinder intersections such as radial flush nozzles into cylindrical pressure vessels.…”
Section: Introductionmentioning
confidence: 99%
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mentioning
confidence: 99%