1.

Model adaptivity for finite element analysis of thin or thick plates based on equilibrated boundary stress resultants

Paper presents an adaptive method of modeling of thin and thick plates using the method of equilibrated boundary stress resultants to estimate both discretisation and model error.

COBISS.SI-ID: 4546401

2.

Deformation behavior modeling in case of cyclic mobility

Dissipated energy defines stress-strain response of dynamic loaded soil. It is not effected by frequency or load rate and is thus proper tool for modeling of dynamic response of a sub-grade soil in railway soil structures.

COBISS.SI-ID: 1580647