References
- Atkočiūnas, J.; Blaževičius, G. 2012. Eurocode stability requirements in optimal shakedown truss design, in Topping BHV (Ed). Proceedings of the Eleventh International Conference on Computational Structures Technology, Paper 268, 1–11. Stirlingshire UK: Civil-Comp Press. http://dx.doi.org/10.4203/ccp.99.268
- Atkočiūnas, J. 2011. Optimal shakedown design of elasticplastic structures. Vilnius: Technika. 300 p. http://dx.doi.org/10.3846/1240-S
- Atkočiūnas, J.; Venskus, A. 2011. Optimal shakedown design of frames under stability conditions according to standards, Computers & Structures 89(3–4): 435–443. http://dx.doi.org/10.1016/j.compstruc.2010.11.014
- Cheng, L.; Jia, Y.; Oueslati, A.; De Saxcé, G.; Kondo, D. 2012. Plastic limit state of the hollow sphere model with non-associated Drucker–Prager material under isotropic loading, Computational Materials Science 62: 210–215. http://dx.doi.org/10.1016/j.commatsci.2012.05.048
- Dang Van, K., et al. 2002. Inelastic behaviour of structures under variable repeated loads. Wien: Springer. 393 p.
- Giambanco, F.; Benfratello, S.; Palizzolo, L.; Tabbuso, P. 2012. Structural design of frames able to prevent element buckling, in Topping BHV (Ed.). Proceedings of the Eleventh International Conference on Computational Structures Technology, Paper 18, 1–16. Stirlingshire UK: Civil-Comp Press. http://dx.doi.org/10.4203/ccp.99.18
- Kaliszky, S.; Lógó, J. 2002. Plastic behaviour and stability constraints in the shakedown analysis and optimal design of trusses, Structural and Multidisciplinary Optimization 24(2): 118–124. http://dx.doi.org/10.1007/s00158-002-0222-2
- Merkevičiūtė, D.; Atkočiūnas, J. 2006. Optimal shakedown design of metal structures under stiffness and stability constraints, Journal of Constructional Steel Research 62(12): 1270–1275. http://dx.doi.org/10.1016/j.jcsr.2006.04.020
- Simon, J. W.; Weichert, D. 2012. Shakedown analysis of engineering structures with limited kinematical hardening, International Journal of Solids and Structures 49(15–16): 2177–2186. http://dx.doi.org/10.1016/j.ijsolstr.2012.04.039
- Spiliopoulos, K.V.; Panagiotou, K. D. 2012. A direct method to predict cyclic steady states of elastoplastic structures, Computer Methods in Applied Mechanics and Engineering 223–224: 186–198. http://dx.doi.org/10.1016/j.cma.2012.03.004
- Staat, M.; Heitzer, M. (Eds.). 2002. Numerical methods for limit and shakedown analysis – deterministic and probabilistic problems. John von Neumann Institute for Computing.
- EN 1993-1-1: 2005. Design of steel structures Part 1-1: General rules and rules for buildings. Brussels, 2005.
- Tin-Loi, F. 2000. Optimum shakedown design under residual displacement constraints, Structural and Multidisciplinary Optimization 19(2): 130–139. http://dx.doi.org/10.1007/s001580050093
- Vu, D. K.; Staat, M.; Tran, I. T. 2007. Analysis of pressure equipment by application of the primal-dual theory of shakedown, Communications in Numerical Methods in Engineering 23(3): 213–225. http://dx.doi.org/10.1002/cnm.891
- Weichert, D.; Ponter, A. (Eds.). 2009. Limit states of materials and structures. Dordrecht: Springer Netherlands. http://dx.doi.org/10.1007/978-1-4020-9634-1
- Ziemian, R. D. (Ed.) 2010. Guide to stability design criteria for metal structures. 6th ed. Wiley. 1024 p. http://dx.doi.org/10.1002/9780470549087
- Zouain, N.; Borges, L.; Luís Silveira, J. 2002. An algorithm for shakedown analysis with nonlinear yield functions, Computer Methods in Applied Mechanics and Engineering 191(23–24): 2463–2481. http://dx.doi.org/10.1016/S0045-7825(01)00374-7