000003252 001__ 3252
000003252 005__ 20141118153406.0
000003252 04107 $$acze
000003252 046__ $$k2005-05-09
000003252 100__ $$aBrož, P.
000003252 24500 $$aStochastic theory for strength of concrete

000003252 24630 $$n11.$$pENGINEERING MECHANICS 2005
000003252 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003252 506__ $$arestricted
000003252 520__ $$2eng$$aStochastic theory for fracture of concrete materials is applied. The fracture process can be described not only under monotonically increasing load but also under time-dependent loading conditions. Theoretical predictions are compared with earlier published data. Special accent is placed on the effect of rate of loading on the mean strength and corresponding variability. Specimens of high strength mortar, low strength mortar, lightweight and normal concrete were tested under compressive and bending load. The experimental results materially verify the theoretical concept.

000003252 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003252 653__ $$a

000003252 7112_ $$aENGINEERING MECHANICS 2005$$cSvratka (CZ)$$d2005-05-09 / 2005-05-12$$gEM2005
000003252 720__ $$aBrož, P.
000003252 8560_ $$ffischerc@itam.cas.cz
000003252 8564_ $$s313724$$uhttps://invenio.itam.cas.cz/record/3252/files/Broz-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000003252 962__ $$r3238
000003252 980__ $$aPAPER