000003922 001__ 3922
000003922 005__ 20141118153342.0
000003922 04107 $$acze
000003922 046__ $$k2009-05-11
000003922 100__ $$aKrálik, J.
000003922 24500 $$aNonlinear analysis of reinforced concrete wall subjected to blast load

000003922 24630 $$n15.$$pEngineering Mechanics 2009
000003922 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003922 506__ $$arestricted
000003922 520__ $$2eng$$aThis paper deals with the problem of the reinforced concrete wall resistance under influence of extreme load from above- ground explosion. There is considered blast load from the explosion of 1000kg TNT at 30m distanc from the building. The response of concrete under shock load is a comlex nonlinear and rate-depend process. For this problem is considered William-Warnke failure criterion and smeared approach for crack and reinforced modeling.

000003922 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003922 653__ $$a

000003922 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003922 720__ $$aKrálik, J.$$iRozsár, P.
000003922 8560_ $$ffischerc@itam.cas.cz
000003922 8564_ $$s578014$$uhttps://invenio.itam.cas.cz/record/3922/files/Kralik-277-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 277.
            
000003922 962__ $$r3852
000003922 980__ $$aPAPER