000012720 001__ 12720
000012720 005__ 20160920162641.0
000012720 04107 $$aeng
000012720 046__ $$k2016-09-05
000012720 100__ $$aSato, A.
000012720 24500 $$aExperimental studies on the shear strength of light-gauge beams with stiffened large web openings

000012720 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012720 260__ $$bTaylor and Francis Group, London, UK
000012720 506__ $$arestricted
000012720 520__ $$2eng$$aThe purpose of this study is to verify the effect of web opening to the beam shear strength. Full-scale testing and numerical simulation were conducted for this purpose. Simple opening and stiffened opening are selected for test parameters. From the testing and numerical simulation, following results were found; 1) Current formula which will evaluate the effect of simple opening was conservative. 2) Cold-formed stiffener at the opening edge will reinforce the opening and increase the shear strength of the beam. Finally, appropriate formulae that will evaluate the effect of simple opening and stiffened opening were proposed. The validity of the proposed formulae were also shown.

000012720 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012720 653__ $$a

000012720 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012720 720__ $$aSato, A.$$iMori, S.$$iOno, T.$$iFujihashi, K.
000012720 8560_ $$ffischerc@itam.cas.cz
000012720 8564_ $$s1565927$$uhttps://invenio.itam.cas.cz/record/12720/files/168.pdf$$yOriginal version of the author's contribution as presented on CD, 168.pdf.
000012720 962__ $$r12552
000012720 980__ $$aPAPER