[1]ASME. ASME-Ⅷ-2 Boiler and Pressure Vessel Code[S]. New York: the American Society of Mechanical Engineers, 2007.
[2]European Commission. EN-13445 Unfired Pressure Vessels[S]. Brussels: European Committee for Standardization, 2002.
[3]Abdalla H F. Shakedown Boundary Determination of a 90 Degrees Back-to-back Pipe Bend Subjected to Steady Internal Pressures and Cyclic In-plane Bending Moments[J]. International Journal of Pressure Vessels and Piping, 2014, 116: 1-9.
[4]Simon J W, Chen Geng, Weichert D. Shakedown Analysis of Nozzles in the Knuckle Region of Torispherical Heads under Multiple Thermo-mechanical Loadings[J]. International Journal of Pressure Vessels and Piping, 2014, 116: 47-55.
[5]Mishra A, Kumar R S, Chellapandi P. Progressive Deformation Behaviour of Thin Cylindrical Shell under Cyclic Temperature Variation Using Combined Hardening Chaboche Model[J]. Latin American Journal of Solids and Structures, 2014, 11(6): 980-992.
[6]Abdalla H F. Elastic Shakedown Boundary Determination of a Cylindrical Vessel-nozzle Intersection Subjected to Steady Internal Pressures and Cyclic Out-of-plane Bending Moments[J]. Nuclear Engineering and Design, 2014, 267: 189-196.
[7]Vermaak N, Valdevit L, Anthony E, et al. Implementations of Shakedown for Design of Actively Cooled Thermo Structural Panels[J]. Journal of Mechanics of Materials and Structures, 2011, 6: 9-10.
[8]Brouzoulis J, Torstensson P T, Stock R, et al. Prediction of Wear and Plastic Flow in Rails—Test Rig Results, Model Calibration and Numerical Prediction[J]. Wear, 2011, 271: 92-99.
[9]Tafreshi S N M, Khalaj O, Dawson A R. Repeated Loading of Soil Containing Granulated Rubber and Multiple Geocell Layers[J]. Geotextiles and Geomembranes, 2014, 42(1): 25-38.
[10]Fadaee M J, Saffari H, Tabatabaei R. Shakedown Limit of Elastic-plastic Offshore Structures under Cyclic Wave Loading[J]. Ocean Engineering, 2008, 35(17/18): 1854-1861.
[11]Atkociunas J, Venskus A. Optimal Shakedown Design of Frames under Stability Conditions According to Standards[J]. Computers & Structures, 2011, 89(3/4): 435-443.
[12]Li H, Wood J, McCormack R, et al. Numerical Simulation of Ratcheting and Fatigue Behaviour of Mitred Pipe Bends under In-plane Bending and Internal Pressure[J]. International Journal of Pressure Vessels and Piping, 2013, 101:154-160.
[13]Chen Shenshen, Liu Yinghua, Li Jun, et al. Performance of the MLPG Method for Static Shakedown Analysis for Bounded Kinematic Hardening Structures[J]. European Journal of Mechanics A/Solids, 2011, 30(2): 183-194.
[14]Ure J, Chen Haofeng, Tipping D. Integrated Structural Analysis Tool Using the Linear Matching Method Part 1-Software Development[J]. International Journal of Pressure Vessels and Piping, 2014, 120:141-151.
[15]Simon J W, Hoewer D, Weichert D. A Starting-point Strategy for Interior-point Algorithms for Shakedown Analysis of Engineering Structures[J]. Engineering Optimization, 2014, 46(5): 648-668.
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