000003709 001__ 3709
000003709 005__ 20141118153349.0
000003709 04107 $$acze
000003709 046__ $$k2013-05-13
000003709 100__ $$aBaláž, I.
000003709 24500 $$aELASTIC CRITICAL BUCKLING STRESS OF THE WEB GIRDER SUBJECTED TO TRANSVERSE FORCE

000003709 24630 $$n19.$$pEngineering Mechanics 2013
000003709 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000003709 506__ $$arestricted
000003709 520__ $$2eng$$aBeam subjected to a single concentrated load or transverse uniformly distributed partial load (relative loading length 0 ≤ c / a ≤1 ). Buckling coefficients kσ , b (Tab.2) for a long rectangular plate (4 ≤α ≤ 40) stiffened at longitudinal edges by flanges with different relative normal flange rigidity (0 ≤ δ ≤ 3) and subjected to a symmetric transverse load only at one longitudinal edge. Comparison of the buckling coefficients kσ computed by various authors for plate without flanges (Tab.1). Conclusions made from a parametrical study, part of which is presented in the paper. Program PLII (2001) was used in the parametrical study.

000003709 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003709 653__ $$aBuckling coefficient, critical stress, patch loading, parametrical study, comparisons.

000003709 7112_ $$aEngineering Mechanics 2013$$cSvratka (CZ)$$d2013-05-13 / 2013-05-16$$gEM2013
000003709 720__ $$aBaláž, I.$$iKoleková, Y.
000003709 8560_ $$ffischerc@itam.cas.cz
000003709 8564_ $$s745810$$uhttps://invenio.itam.cas.cz/record/3709/files/126_Balaz_I-FT.pdf$$y
             Original version of the author's contribution as presented on CD, SOL.
            
000003709 962__ $$r3632
000003709 980__ $$aPAPER