Repozytorium publikacji - Politechnika Gdańska

The analysis of the interaction between geosynthetics and engineering structures (e.g. railroad bed, soil foundation, pipeline) assumes that the geosynthetic form elastic membranes or shell laid on different types of foundations. The mathematical description of that problems in continuous domain employs Laplace operator Δ or d’Alembert operator □. In this paper we demonstrate the analysis based on generalize Taylor formula, and presenting its application

Autorzy

• prof. dr hab. inż. Eligiusz Mieloszyk link otwiera się w nowej karcie ,
• dr inż. Sławomir Grulkowski link otwiera się w nowej karcie