000003905 001__ 3905
000003905 005__ 20141118153342.0
000003905 04107 $$acze
000003905 046__ $$k2009-05-11
000003905 100__ $$aJerga, J.
000003905 24500 $$aDamage cumulation functions of concrete

000003905 24630 $$n15.$$pEngineering Mechanics 2009
000003905 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003905 506__ $$arestricted
000003905 520__ $$2eng$$aThe reliability of concrete structure is immediately connected with the damage development in the material. The expression of the ascending and descending branches of the stress-strain diagram with the damage cumulation function offers an insight into the progress of damage. It is favourable to approximate the damage cumulation function with the probability distribution functions. The Weibull, gamma and log-normal distributions seem to be convenient. While in the graphical form the damage density is very illustrative, in the numerical form the characteristics of the position and variability of the probabilistic distribution could be used with advantage.

000003905 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003905 653__ $$a

000003905 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003905 720__ $$aJerga, J.$$iKrižma, M.
000003905 8560_ $$ffischerc@itam.cas.cz
000003905 8564_ $$s134708$$uhttps://invenio.itam.cas.cz/record/3905/files/Jerga-244-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 244.
            
000003905 962__ $$r3852
000003905 980__ $$aPAPER