000003557 001__ 3557
000003557 005__ 20141118153355.0
000003557 04107 $$acze
000003557 046__ $$k2006-05-15
000003557 100__ $$aProcházka, P.P.
000003557 24500 $$aSimulation of freezing of rock during tunneling

000003557 24630 $$n12.$$pENGINEERING MECHANICS 2006
000003557 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
000003557 506__ $$arestricted
000003557 520__ $$2eng$$aEigenstresses and eigenstrains act out a very important role in many branches of applied mechanics. The eigenparameters may represent plastic strains, or relaxation stresses (or also prestresses, change of temperature, etc.), and may also serve as free parameters for improving numerical models to get the computed quantities that should be as close as possible to the real state. Special variational formulation can be stated dealing with the minimum variance of differences between measured and computed values. When using a very useful treatment, transformation field analysis (TFA), having recently been proposed by Dvorak & Procházka, the problem leads to a linear system of algebraic equations.

000003557 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003557 653__ $$a

000003557 7112_ $$aENGINEERING MECHANICS 2006$$cSvratka (CZ)$$d2006-05-15 / 2006-05-18$$gEM2006
000003557 720__ $$aProcházka, P.P.$$iYiakoumi, A.E.$$iVálek, M.J.
000003557 8560_ $$ffischerc@itam.cas.cz
000003557 8564_ $$s332443$$uhttp://invenio.itam.cas.cz/record/3557/files/Prochazka-324-PT.pdf$$y
             Original version of the author's contribution as presented on CD, , paper No. 324.
            
000003557 962__ $$r3410
000003557 980__ $$aPAPER