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By such measurements it is possible to follow reactions such as order-disorder, transformations, recrystallization, deformations and solidification of metals and alloys.
The distribution of the deformations influences the orientation of the cracks Prikazana primera predstavljata stene z idealiziranim poljem deformacij.
In this paper, I study the methods for measuring such deformations and plan a photonic sensor measuring system.
Chadwick [ 2 ] uporablja prosto-oblikovane deformacije ( ang. free-form deformations - FFDs ) za deformacijo kožne površine , ki obkrožuje skelet .
Figure 4.20: Measured deformations of specimens with fibre reinforced high performance concrete containing various amount of shorter steel fibres within 24 hours after concreting.
"Recovery of parametric models from range images: The case for superquadrics with global deformations".
Z ukazom Deformations on beam smo prikazali povese v smeri osi x in z.
Mišična plast implementira sistem prosto - oblikovane deformacije ( ang. free-form deformations , FFDs ) .
Deformations in the stirrups at the top of the column for specimen S1 . . . . . . . . . .
Figure 2.3: Relationships between kinematic quantities and deformations of layer i of composite beam.
Cross ’ s procedure , Concept of method of deformations and FEM , the role of engineering characteristics of structures in the procedure of analysis .
Fig . 3.29 : Distribution of cross-section shear and flexural deformations by height and length .
Figure 4.59: Measured deformations of high performance fibre reinforced concrete containing 0,25 % of dry or 0,25 % of moisted polypropylene fibres.
Figure 4.61: Measured deformations of high performance fibre reinforced concrete containing 0,75 % of dry or 0,75 % moistened polypropylene fibres.
Figure 60: Longitudinal plastic deformations in the bolt section.
Fig 2.9: Deformations in the stirrups at the top of the column for specimen S1.
Figure 13: Earth's magnetosphere deformations due to the solar wind (after Markov, 2011a).
Figure 4.32: Measured deformations of high performance steel fibre concrete containing 2,00 % of longer steel fibre IRI 50/30 or 2,00 % of shorter steel fibre IRI 50/16.
Figure 5-18: Scheme of deformations for deep tunnel at k0<1 (left) and shallow tunnel at k0>1 (right) (Bakker in Blom, 2009).
Fig 2.13: Deformations in the stirrups in the column for specimen S6.