Stanisław Jemioło
Warsaw University of Technology
Network
Latest external collaboration on country level. Dive into details by clicking on the dots.
Publication
Featured researches published by Stanisław Jemioło.
Road Materials and Pavement Design | 2014
Marcin Gajewski; Stanisław Jemioło
A theoretical model for an elastic anisotropic composite of road mixtures reinforced with grids together with its isotropic approximation is proposed. In the considered models, some elements of the mechanics of fibrous composite materials and optimisation theory are used. A composite model is an energy model; that is, constitutive relationships result from the differentiation of the stored energy function arising from two summed parts corresponding to the matrix and reinforcement grid energy via mixture theory. The obtained model is incorporated into the commercial finite element program ABAQUS via a user subroutine written in Fortran. The correctness of the proposed composite constitutive model has been tested by a numerical solution (with the application of a finite element program) of the structure, in which the matrix is modelled as a three-dimensional continuum region and the reinforcement as working in one dimension a set of truss elements. In addition, in the paper the proposition of approximation of the composite orthotropic model with an isotropic one is presented. The interpretation and application of this approximation are analysed. The energetically equivalent isotropic model for the layer with grid reinforcement can be directly used in standard programs used for designing road pavements with mechanistic methods.
Archive | 1991
Stanisław Jemioło; Marek Kwieciński
The new concept of a “fuzzy” departure from the associative flow rule is formulated following the basic concept of the classical theory of hardening plasticity. General constitutive relations are derived to describe elastic hardening/softening plastic behaviour. The second law of thermodynamics for plastic deformation is used. As an example, constitutive equations are proposed for a plain concrete under short-term monotonic loading. Only one additional material parameter due to dilatancy is involved. The obtained numerical results are compared to existing experimental evidence. Good agreement has been observed.
Prace IPPT IFTR REPORTS | 1997
Stanisław Jemioło; Józef Joachim Telega
MATEC Web of Conferences | 2016
Andrzej Piotrowski; Łukasz Kowalewski; Radosław Szczerba; Marcin Gajewski; Stanisław Jemioło
Baltic Journal of Road and Bridge Engineering | 2016
Marcin Gajewski; Stanisław Jemioło
Procedia Engineering | 2015
Marcin Gajewski; Radosław Szczerba; Stanisław Jemioło
Journal of Theoretical and Applied Mechanics | 1993
Stanisław Jemioło; Marek Kwieciński
MATEC Web of Conferences | 2018
Łukasz Kowalewski; Stanisław Jemioło
MATEC Web of Conferences | 2017
Stanisław Jemioło; Marcin Gajewski
Archive | 2016
Stanisław Jemioło; Marcin Gajewski