@inproceedings{staat_limit_1997-1,
	title = {Limit and shakedown analysis for plastic safety of complex structures},
	volume = {B},
	copyright = {All rights reserved},
	url = {https://repository.lib.ncsu.edu/handle/1840.20/31910},
	abstract = {Limit and shakedown theorems are exact theories of classical plasticity for the direct computation of the load carrying capacity under constant and varying loads. They are implemented in a general purpose FEM program in a way capable of large-scale analysis. The method deviates from the current approach in several aspects: No load history is used, stresses and strains are not calculated, and the safety factor is obtained from a mathematical optimization problem. This reduces considerably the necessary technological input data, the computing time, and the numerical error.},
	booktitle = {Transactions of the 14th {International} {Conference} on {Structural} {Dynamics} in {Reactor} {Technology} ({SMiRT}-14), {Lyon}, {France}, {August} 17-22, 1997},
	publisher = {International \& American Associations for Structural Mechanics in Reactor Technology},
	author = {Staat, Manfred and Heitzer, Michael},
	editor = {Livolant, M},
	year = {1997},
	note = {ZSCC: NoCitationData[s0]},
	pages = {33--40},
}

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