2005
DOI: 10.1016/j.ijpvp.2005.06.005
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Limit analysis based on a modified elastic compensation method for nozzle-to-cylinder junctions

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Cited by 30 publications
(11 citation statements)
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“…Compensation Method (ECM) [2], the Dhalla Reduction Procedure [3], the Gloss R-Node Method [4], and the Linear Matching Method (LMM) [5]. The ECM was further modified by Yang et al as Modified Elastic Compensation Method (MECM) [6]. Muscat and Mackenzie presented a superposition method to establish elastic shakedown loads using the lower bound theorem [7].…”
Section: Iterative Elastic Techniques Are a Typical Approach Of Direcmentioning
confidence: 99%
“…Compensation Method (ECM) [2], the Dhalla Reduction Procedure [3], the Gloss R-Node Method [4], and the Linear Matching Method (LMM) [5]. The ECM was further modified by Yang et al as Modified Elastic Compensation Method (MECM) [6]. Muscat and Mackenzie presented a superposition method to establish elastic shakedown loads using the lower bound theorem [7].…”
Section: Iterative Elastic Techniques Are a Typical Approach Of Direcmentioning
confidence: 99%
“…Hamilton et al [138] proposed a simple method to obtain lower bound limit loads of pressurized cylinder-cylinder intersections using generalized yield criteria. Yang et al [139] developed a modified elastic compensation method for limit analysis of nozzle-to-cylinder junction. Three representative examples were calculated, and the results were compared with other known solutions.…”
Section: Cylinder-cylinder Intersectionsmentioning
confidence: 99%
“…The SEMAs for existing EMAPs can be illustrated based on stresses as follows [10,[13][14][15][17][18][19]:…”
Section: Strategies Of Elastic Modulus Adjustmentmentioning
confidence: 99%
“…Hamilton et al, and Hamilton and Boyle [8,9] adopted the ECM combined with generalised yield criteria to calculate the lower-bound limit loads for thin plates. Yang et al [10] developed a modified elastic compensation method (MECM) by adopting a fixed adjustment factor to define the reference stress. Chen et al [11] introduced a dynamic adjustment factor related to structural stress concentration coefficient into the formulation of the reference stress and proposed an improved elastic compensation method (KtECM) to improve its convergence.…”
Section: Introductionmentioning
confidence: 99%