Parallel in Time Algorithms for Nonlinear Iterative Methods
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In this paper we investigate the feasibility of applying the Parareal algorithm [5, 6] for quasi-static nonlinear structural analysis problems. We describe how this proposal has been realized and present some preliminary numerical results of applying this algorithm to a beam undergoing nonlinear deflection with a contact boundary condition. Further numerical experiments are needed to provide an evidence for the effciency of the method.
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2011 ◽
Vol 6
(4)
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pp. 311-322
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1980 ◽
Vol 11
(5)
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pp. 403-409
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1991 ◽
Vol 6
(2)
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pp. 77-98
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1977 ◽
Vol 7
(1)
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pp. 125-136
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1974 ◽
Vol 29
(2)
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pp. 266-293
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