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Končni element prostorskega nosilca s konstantnimi deformacijami in kvaternionsko parametrizacijo rotacij = Constant strain field finite-element for three-dimensional beams with quaternion parametrization of rotations
V tem prispevku uporabimo Reissnerjevo formulacijo začetno ukrivljenega prostorskega nosilca za razvoj končnega elementa. Predstavljen numerični model omogoča simulacijo linijskih konstrukcij z ...neomejenimi pomiki in končnimi deformacijami. Končni element opišemo s konstantnim deformacijskim poljem. Zasuke izračunamo iz predpostavljenih upogibnih deformacij v materialni bazi z uporabo kvaternionske algebre, medtem ko translatorne deformacijske količine vodimo v globalni bazi.
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