Search: id:"swepub:oai:DiVA.org:kth-326675" >
Staggered Scheme Fo...
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Tojaga, VedadKTH,Hållfasthetslära
(author)
Staggered Scheme For Fracture Of Beam Structures With Embedded Strong Discontinuities
- Article/chapterEnglish2021
Publisher, publication year, extent ...
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International Center for Numerical Methods in Engineering,2021
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Numbers
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LIBRIS-ID:oai:DiVA.org:kth-326675
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https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-326675URI
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Language:English
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Summary in:English
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Subject category:ref swepub-contenttype
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Subject category:kon swepub-publicationtype
Notes
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QC 20230510
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We propose a staggered solution scheme for the embedded strong discontinuity finite element method applied to fracture of beam structures, e.g., see our recently accepted paper [1]. We demonstrate the robustness of our implementation for modeling multi-fracturing fibers in random fiber networks loaded in tension. Our implementation enables a user-friendly integration into commercial finite element software. The FORTRAN source code is freely available to benchmark our implementation.
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Kulachenko, Artem,1978-KTH,Hållfasthetslära(Swepub:kth)u1at8fc7
(author)
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Östlund, Sören,1961-KTH,Hållfasthetslära(Swepub:kth)u1fuxiia
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Gasser, T. ChristianKTH,Hållfasthetslära(Swepub:kth)u1dvxi4s
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KTHHållfasthetslära
(creator_code:org_t)
Related titles
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In:COMPLAS 2021 - 16th International Conference on Computational Plasticity: International Center for Numerical Methods in Engineering
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