000002672 001__ 2672
000002672 005__ 20141118153424.0
000002672 04107 $$acze
000002672 046__ $$k2008-12-04
000002672 100__ $$aKala, J.
000002672 24500 $$aA Return to the Ever-Green Question of Web Tolerances: Can We Make Them Less Stringent Without Imperilling the Safety of Steel Bridges?

000002672 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002672 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002672 506__ $$arestricted
000002672 520__ $$2eng$$aWith the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important role in this striving being played by the possibility to reduce, at least to a certain extent, the costly straightening of the initial curvature of the webs of steel plated girders. For this reason an extensive (elasto-plastic large-deflection) analysis [1] of the effect of various (practically important) configurations and magnitudes of the initial "dishing" of the webs of steel plate girders on their limit state is carried out, and some conclusions in regard to the aforesaid question are drawn.

000002672 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002672 653__ $$aSteel plate straightening, elasto-plastic large-deflection analysis, initial imperfection

000002672 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002672 720__ $$aKala, J.$$iŠkaloud, M.$$iNevařil, A.$$iKala, Z.
000002672 8560_ $$ffischerc@itam.cas.cz
000002672 8564_ $$s138450$$uhttps://invenio.itam.cas.cz/record/2672/files/02_D_Kala_Kala_Nevaril_Skaloud.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002672 962__ $$r2540
000002672 980__ $$aPAPER