LISA — a European project for FEM-based limit and shakedown analysis

LISA — a European project for FEM-based limit and shakedown analysis. Staat, M. & Heitzer, M. Nuclear Engineering and Design, 206(2-3):151–166, June, 2001. ZSCC: 0000086

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The load-carrying capacity or the safety against plastic limit states are the central questions in the design of structures and passive components in the apparatus engineering. A precise answer is most simply given by limit and shakedown analysis. These methods can be based on static and kinematic theorems for lower and upper bound analysis. Both may be formulated as optimization problems for finite element discretizations of structures. The problems of large-scale analysis and the extension towards realistic material modelling will be solved in a European research project. Limit and shakedown analyses are briefly demonstrated with illustrative examples.

@article{staat_lisa_2001,
	title = {{LISA} — a {European} project for {FEM}-based limit and shakedown analysis},
	volume = {206},
	copyright = {All rights reserved},
	issn = {00295493},
	url = {http://linkinghub.elsevier.com/retrieve/pii/S0029549300004155},
	doi = {10.1016/S0029-5493(00)00415-5},
	abstract = {The load-carrying capacity or the safety against plastic limit states are the central questions in the design of structures and passive components in the apparatus engineering. A precise answer is most simply given by limit and shakedown analysis. These methods can be based on static and kinematic theorems for lower and upper bound analysis. Both may be formulated as optimization problems for finite element discretizations of structures. The problems of large-scale analysis and the extension towards realistic material modelling will be solved in a European research project. Limit and shakedown analyses are briefly demonstrated with illustrative examples.},
	number = {2-3},
	journal = {Nuclear Engineering and Design},
	author = {Staat, Manfred and Heitzer, Michael},
	month = jun,
	year = {2001},
	note = {ZSCC: 0000086},
	pages = {151--166},
}

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