000021408 001__ 21408
000021408 005__ 20170522124353.0
000021408 04107 $$aeng
000021408 046__ $$k2017-05-15
000021408 100__ $$aPichal, R.
000021408 24500 $$aEXPERIMENTAL AND NUMERICAL STUDY OF STAYED STEEL COLUMNS

000021408 24630 $$n23.$$pEngineering Mechanics 2017
000021408 260__ $$bBrno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
000021408 506__ $$arestricted
000021408 520__ $$2eng$$aThe numerical model of stainless steel stayed columns validated by tests is presented. 3D geometrical and material analysis including initial imperfections (GMNIA) is used for the study of nonlinear buckling and post-buckling behavior of 3 tested columns. Following study compares common 2D modelling with 3D results, elastic-plastic common steel with nonlinear stainless steel behavior and influence of the value of initial deflections. Finally significance of interconnection type between stays and central crossarm is studied with respect to possible assembly procedure. Recommendation for practical design are presented.

000021408 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021408 653__ $$aStayed column, Experimental analysis, Nonlinear buckling, 3D analysis, Sliding stays.

000021408 7112_ $$aEngineering Mechanics 2017$$cSvratka, CZ$$d2017-05-15 / 2017-05-18$$gEM2017
000021408 720__ $$aPichal, R.$$iMachacek, J.
000021408 8560_ $$ffischerc@itam.cas.cz
000021408 8564_ $$s1197450$$uhttps://invenio.itam.cas.cz/record/21408/files/0774.pdf$$yOriginal version of the author's contribution in proceedings, page 774, section REL.
000021408 962__ $$r21225
000021408 980__ $$aPAPER