@article{EschweilerLaackStaat2007,
author = {Eschweiler, J. and Laack, Walter van and Staat, Manfred},
title = {Elektromyographische Untersuchungen zur Kr{\"a}ftigung der Oberschenkelmuskulatur mit einem myoelektrischen Stimulator nach arthroskopischen Eingriffen am Kniegelenk},
series = {Orthop{\"a}dische Praxis. 43 (2007), H. 10},
journal = {Orthop{\"a}dische Praxis. 43 (2007), H. 10},
isbn = {0030-588x},
pages = {539 -- 542},
year = {2007},
language = {de}
}
@article{VuStaat2007,
author = {Vu, Duc Khoi and Staat, Manfred},
title = {Shakedown analysis of structures made of materials with temperature-dependent yield stress},
series = {International Journal of Solids and Structures. 44 (2007), H. 13},
journal = {International Journal of Solids and Structures. 44 (2007), H. 13},
isbn = {0020-7683},
pages = {4524 -- 4540},
year = {2007},
language = {en}
}
@article{VuStaatTran2007,
author = {Vu, Duc Khoi and Staat, Manfred and Tran, Ich Thinh},
title = {Analysis of pressure equipment by application of the primal-dual theory of shakedown},
series = {Communications in Numerical Methods in Engineering. 23 (2007), H. 3},
journal = {Communications in Numerical Methods in Engineering. 23 (2007), H. 3},
isbn = {1069-8299},
pages = {213 -- 225},
year = {2007},
language = {en}
}
@article{StaatVu2007,
author = {Staat, Manfred and Vu, Duc-Khoi},
title = {Limit analysis of flaws in pressurized pipes and cylindrical vessels. Part I: Axial defects},
series = {Engineering Fracture Mechanics. 74 (2007), H. 3},
journal = {Engineering Fracture Mechanics. 74 (2007), H. 3},
isbn = {0013-7944},
pages = {431 -- 450},
year = {2007},
language = {en}
}
@inproceedings{TranStaatKreissig2007,
author = {Tran, Thanh Ngoc and Staat, Manfred and Kreißig, R.},
title = {Finite element shakedown and limit reliability analysis of thin shells},
year = {2007},
abstract = {A procedure for the evaluation of the failure probability of elastic-plastic thin shell structures is presented. The procedure involves a deterministic limit and shakedown analysis for each probabilistic iteration which is based on the kinematical approach and the use the exact Ilyushin yield surface. Based on a direct definition of the limit state function, the non-linear problems may be efficiently solved by using the First and Second Order Reliabiblity Methods (Form/SORM). This direct approach reduces considerably the necessary knowledge of uncertain technological input data, computing costs and the numerical error. In: Computational plasticity / ed. by Eugenio Onate. Dordrecht: Springer 2007. VII, 265 S. (Computational Methods in Applied Sciences ; 7) (COMPLAS IX. Part 1 . International Center for Numerical Methods in Engineering (CIMNE)). ISBN 978-1-402-06576-7 S. 186-189},
subject = {Finite-Elemente-Methode},
language = {en}
}
@inproceedings{TranStaatKreissig2007,
author = {Tran, Thanh Ngoc and Staat, Manfred and Kreißig, R.},
title = {Calculation of load carrying capacity of shell structures with elasto-plastic material by direct methods},
year = {2007},
abstract = {Proceedings of the International Conference on Material Theory and Nonlinear Dynamics. MatDyn. Hanoi, Vietnam, Sept. 24-26, 2007, 8 p. In this paper, a method is introduced to determine the limit load of general shells using the finite element method. The method is based on an upper bound limit and shakedown analysis with elastic-perfectly plastic material model. A non-linear constrained optimisation problem is solved by using Newton's method in conjunction with a penalty method and the Lagrangean dual method. Numerical investigation of a pipe bend subjected to bending moments proves the effectiveness of the algorithm.},
subject = {Finite-Elemente-Methode},
language = {en}
}