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https://doi.org/10.13189/cea.2015.030508
Copy DOIJournal: Civil Engineering and Architecture | Publication Date: Oct 1, 2015 |
License type: cc-by |
The paper deals with an iterative procedure for the solution of elastic problems, for which the large displacement theory must be considered. It is shown that the algorithm, based upon a non-traditional iterative scheme, tends to converge to the correct solution and some numerical tests are considered, by assuming a linear and piecewise-linear material model.
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