000012756 001__ 12756
000012756 005__ 20160920162644.0
000012756 04107 $$aeng
000012756 046__ $$k2016-09-05
000012756 100__ $$aRautenbach, E.
000012756 24500 $$aFinite element modelling of thin sheet steel screw connections

000012756 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012756 260__ $$bTaylor and Francis Group, London, UK
000012756 506__ $$arestricted
000012756 520__ $$2eng$$aThis study focused on the non-linear finite element modeling procedure, utilising the explicit dynamic analysis technique, and how the various modelling parameters affect the accuracy. The computer modelling of screwed connections is a complex task, and the objective was to investigate the different modalities of finite element modelling to effectively analyse thin sheet steel screwed connections, through calibration against test data found within existing literature. Several aspects of the modelling procedure were examined, including contact definitions, the effective control of the applied load and how it affects the energy output of the finite element model. The final calibrated model was utilised in subsequent parametric studies, which investigated the effect of the steel sheet thickness, as well as the number of the screws used. Results concluded that the finite element model could effectively simulate the expected experimental behaviour of these connections.

000012756 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012756 653__ $$a

000012756 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012756 720__ $$aRautenbach, E.$$iRensburg, B.W.J. van
000012756 8560_ $$ffischerc@itam.cas.cz
000012756 8564_ $$s1851248$$uhttps://invenio.itam.cas.cz/record/12756/files/204.pdf$$yOriginal version of the author's contribution as presented on CD, 204.pdf.
000012756 962__ $$r12552
000012756 980__ $$aPAPER