000012375 001__ 12375
000012375 005__ 20160816141441.0
000012375 04107 $$aeng
000012375 046__ $$k2016-05-09
000012375 100__ $$aBaláž, I.
000012375 24500 $$aBEHAVIOUR OF BOX-GIRDER UNDER SYMMETRICAL ACTION

000012375 24630 $$n22.$$pEngineering Mechanics 2016
000012375 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012375 506__ $$arestricted
000012375 520__ $$2eng$$aTheoretical investigation of 8 m long steel experimental model of one cell trapezoidal box-girder under four symmetrically arranged transverse forces. Buckling of wide flange in compression when girder was in normal position, buckling of narrow flange in compression when girder was in reverse position, and buckling of box-girder web in combined shear and bending. Global and local buckling. Shear lag. Comparison of experimental and theoretical values and evaluation of results.

000012375 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012375 653__ $$aSteel, box-girder, buckling of stiffened flange, buckling of web in shear, shear lag

000012375 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012375 720__ $$aBaláž, I.$$iKoleková, Y.$$iKováč, M.$$iŽivner, T.
000012375 8560_ $$ffischerc@itam.cas.cz
000012375 8564_ $$s834791$$uhttps://invenio.itam.cas.cz/record/12375/files/005cd_o_sol.pdf$$yOriginal version of the author's contribution as presented on CD, id 005, section SOL.
000012375 962__ $$r12369
000012375 980__ $$aPAPER