Titlebook: Engineering Design Applications V; Structures, Material Andreas ?chsner,Holm Altenbach Book 2023 The Editor(s) (if applicable) and The Auth

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Rheological and Mechanical Properties of Rubber Blends Filled with Modified Bentonite,ties is the implementation of mineral-based fillers into the polymer matrix. Clay minerals, especially montmorillonite as well as bentonite minerals with a high content of montmorillonite, have the highest ability to adsorb various organic compounds. The behavior of polymeric materials reinforced wi

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Utilization of Microwave Radiation for Chemical Modification of Kaolin and Its Influence on the Curns little used. This work deals with the microwave-assisted chemical treatment of kaolin using ammonium acetate (AAc), urea (U) and hydrolyzed silane (3-aminopropyl)triethoxysilane (ATS) in various combinations with distilled water, dimethyl sulfoxide, toluene, and ethanol as solvents for silane. Th

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Mechanical Design of a Thermo-Mechanical-Cryogenic System to Evaluate Mechanical Properties of Sampo the benefits generated by the implementation of specific materials (composites) in the manufacture of 3D parts, significantly improving the properties of these elements compared to their predecessor (simple) materials. However, by being constituted by a polymer matrix, these are not exempt from ex

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,Investigation of Local Discontinuous Galerkin Method on the Solution of Convection–Diffusion Probleection–diffusion problems. This method was proposed for solving partial differential equations with higher derivatives. Its idea is to rewrite high-order PDEs appropriately into a system of first-order equations, and then apply the classical DG method to this system. An orthogonal system of Legendre

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Adjustment of Analytical Methods by Numerical Models for Determining Earth Pressures Behind Retainirpose determination in the geotechnical literature. These methods require a number of limiting assumptions, which are often far from real conditions. Numerical modeling is used for more realistic predictions of earth pressure behind a retaining wall. A comparison of numerical modeling results with t