@misc{Szajna_Waldemar_St._A,
 author={Szajna, Waldemar St.},
 howpublished={online},
 publisher={Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego},
 language={eng},
 abstract={The paper presents a formulation and verification of a 2D soil - structure interaction model which enables the analysis of reinforced concrete shallow foundations under monotonic short-time loads. The structure supported by a deformable subsoil, whose elasto-plastic features are being considered. The structure model describes: the ability of crack creation, non-linear stress - strain characteristics of concrete and reinforcement and also reinforcement - concrete interaction. The foundation - subsoil contact model enables the identification of slide and adhesion zones.},
 abstract={The presented mathematical formulation allowed for the development of a set of finite elements simulating the behaviour of the foundation, the subsoil and the contact zone between them. The elasto-plastic approach was used to describe the behaviour of the structure, the subsoil and the contact phenomena. Computer programs were prepared and verifying analyses were presented.},
 title={A Set of Finite Elements for 2D Analysis of Reinforced Concrete Foundations on Deformable Subsoil},
 type={artykuł},
 keywords={Soil - structure interaction, reinforced concrete, FEM, contact element},
}