000003505 001__ 3505
000003505 005__ 20141118153357.0
000003505 04107 $$acze
000003505 046__ $$k2006-05-15
000003505 100__ $$aKučerová, A.
000003505 24500 $$aIdentification of damage model with cracks from results of tensile test and three point bending test

000003505 24630 $$n12.$$pENGINEERING MECHANICS 2006
000003505 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
000003505 506__ $$arestricted
000003505 520__ $$2eng$$aDuring the three-point bending test, a concrete specimen is damaged by cracking. Brancherie and Ibrahimbegović are authors of a relatively simple model capable of describing the behavior of specimen weakened by distributed damage as well as macroscopic cracks. In this paper we discuss the identification method for model material parameters from measured data during the tensile loading test and three-point bending test. The emphasis is put on the formulation and solving of the minimization problem.

000003505 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003505 653__ $$a

000003505 7112_ $$aENGINEERING MECHANICS 2006$$cSvratka (CZ)$$d2006-05-15 / 2006-05-18$$gEM2006
000003505 720__ $$aKučerová, A.$$iIbrahimbegović, A.$$iBrancherie, D.
000003505 8560_ $$ffischerc@itam.cas.cz
000003505 8564_ $$s322666$$uhttps://invenio.itam.cas.cz/record/3505/files/Kucerova-287-PT.pdf$$y
             Original version of the author's contribution as presented on CD, , paper No. 287.
            
000003505 962__ $$r3410
000003505 980__ $$aPAPER