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
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