Sentence examples for models with kinematic from inspiring English sources

Use of computational models with kinematic boundary conditions to study the knee joint contact behavior for normal and pathologic knee joints depends on an understanding of the impacts of kinematic uncertainty.

The finite element modeling approach employs Mises based plasticity model with kinematic hardening to incorporate the effect of material plasticity.

For the steel reinforcement and rigid links modeling, was used the bilinear elasto-plastic material model with kinematic strain hardening (stl1).

Mises based plasticity model with kinematic hardening was employed to incorporate the effects of material plasticity.

An elastic-plastic material model with kinematic strain-hardening was selected, its parameters having been determined from a test with uniaxial loading.

The cyclic plasticity model is a combination of a viscoplastic model with kinematic hardening and a porous plasticity model to take the effect of graphite inclusions into account.

The bilinear elasto-plastic material model with kinematic strain hardening (stl1) was used for the steel reinforcement and rigid links modeling, and the uniaxial constant confinement concrete material model (conc2) was used for the concrete.

In addition, the parameters that characterize the constitutive behavior adopted i.e., the thermo-elasto-plastic multilinear model with kinematic hardening are directly obtained from the experimental data of low fatigue cycle by a procedure developed in this work.

Finally, the nonlinear response of the element with a multiaxial J2 linear plasticity material model is analysed, highlighting its advantages in relation to a classical force-based Euler Bernoulli beam using a one-dimensional plastic material model with kinematic hardening.

"stl1" material model is chosen for reinforcement steel, which is a bilinear elasto-plastic ideal model with kinematic strain hardening; "con2" material model is chosen for the concrete, which is a uniaxial concrete model that includes the confinement provided by hoops or ties.

The cyclic behavior of the steel bars is simulated using the classical Menegotto and Pinto (1973) model with kinematic hardening (Fig. 12) and possibility to take into account buckling by introducing a negative modulus slope in compression depending on the transverse steel reinforcement spacing.