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PL
W artykule przedstawiono procedurę modelowania w różnych skalach długości nawijanej rury kompozytowej. Modelowanie w skali mikro posłużyło do wyznaczenia efektywnych właściwości mechanicznych kompozytu jednokierunkowego (homogenizacja numeryczna), natomiast w skali makro wykonano uproszczony model nawijanej rury kompozytowej, w którym uwzględniono obszary o zmienionej orientacji włókna. Dane potrzebne do modelowania wyznaczono metodą eksperymentalną poprzez wykonanie zgładów z rzeczywistej struktury, obserwację przy użyciu skaningowego mikroskopu elektronowego oraz przetworzenie cyfrowe zdjęć.
EN
This publication presents the procedure of multiscale modeling. Model in micro scale was used to determine the effective mechanical properties of one-directional composite (numeric homogenization). Simplified model of wound composite pipe was made in macro scale. In presented simulation changed orientation of fibers were included. Informations needed for modeling were determinated by experimental method: perfomation of speciments from the real structure and observation of it by using a scanning electron microscope (with digital image processing).
EN
Heat flow in heterogeneous media with complex microstructure follows tortuous path and therefore determination of temperature distribution in them is a challenging task. Two-scales, micro-macro model of heat conduction with phase change in such media was considered in the paper. A relation between temperature distribution on the microscopic level, i.e., on the level of details of microstructure, and the temperature distribution on the macroscopic level, i.e., on the level where the properties were homogenized and treated as effective, was derived. The expansion applied to this relation allowed to obtain its more simplified, approximate form corresponding to separation of micro- and macro-scales. Then the validity of this model was checked by performing calculations for 2D microstructure of a composite made of two constituents. The range of application of the proposed micro-macro model was considered in transient states of heat conduction both for the case when the phase change in the material is present and when it is absent. Variation of the effective thermal conductivity with time was considered and a criterion was found for which application of the considered model is justified.
EN
The previous paper (No. 2, Vol. 12-2011) [1] were analyzed the weave and construction parameters of high density woven fabric and their influence on the pore morphology, which directly effects the functional properties such as permeability and retention. The analysis encompassed physical and optical methods of testing. In this paper, newly developed methods, tools and programs will be presented for virtual imaging of the multi-filament woven fabric geometry with pore structure used to determine permeability and retention properties. Two methods are applied for the generation of virtual fabric. One method involves developing software that is able to model woven fabric in new condition from a series of realistic input parameters. In this step, deterministic and stochastic methods are combined to create the fabric’s geometry. The other method involves reconstruction/generation the 3D woven geometry from sequences of 2D cross section images. The results prove that the 3D pore morphology of high density multi-filament fabric can be illustrated in correlation of the woven construction parameters. The developed methods for modeling and the CFD simulation of woven fabric build an important basis for determining the mechanical flow properties such as permeability and retention characteristics of filters and barrier textiles. Additionally, the effects of mechanical loads on the fabric morphology and on the permeability values will be analyzed by applying uniaxial and biaxial tensile loads to the fabric. The tests provide the basis for a realistic prediction to the effects of the machine and construction parameters on the fabric properties and the resulting permeability and retention. These predictions can aid in analyzing the suitability of a fabric for a specific application.
EN
The pore morphology of textile filter structures is important for numerous technical applications. It determines the functional properties of surgical textiles, such as the effective barrier function and wearing comfort. Surgical and protective textiles must fulfil both of these contradictory functions. To date, basic research has not been successful, either theoretically or experimentally, in describing the complex correlation between the 3D pore structure of woven textiles and their barrier properties while simultaneously remaining permeable. In an attempt to clarify this issue, high density multi-filament woven textiles were categorised according to their geometry, pore morphology, permeability and retention properties by virtual modelling of their 3D pore morphology. Differentiation was made between mesostructures (pores between the yarns) and microstructures (pores within the yarn itself). In this process it was possible to identify the influence of weaving parameters on the pore morphology and determine their resulting functional properties. Various new testing methods were developed and successfully implemented to characterise and evaluate the barrier properties. The experiments show that by selecting specific yarns and weave constructions, the permeability and woven structure can be positively influenced and adapted to fulfil a wide range of requirements. A major finding is that the permeability and retention properties of the weave can be independently controlled by choosing suitable machine parameters. Specifically, by varying the shed closing time a clear shift in the pore size distribution to smaller pore diameters can be achieved without altering the air permeability. A correlation between the construction and processing parameters and the 3D pore morphology of the woven textile was ascertained. The relation between the properties of a weave and the machine and construction parameters is extremely complex due to their interaction.
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EN
A calibration of a numerical model for analysis of masonry walls with application to experimental results is presented in this paper. The experimental results used for calibration are derived from the research project "Optimization of shape of masonry units and technology of construction for earthquake resistant masonry buildings" conducted by Bosiljkov and Tomažević in 2005 for ZAG Ljubljana. This paper adopts micro-modelling strategy for analysis of masonry specimen by discrete element method and application of different nonlinear material models both for blocks and mortar. In order to determine the values and to calibrate the necessary material data for the used materials that were not obtained experimentally, several numerical investigations and simulations were performed. Numerical analysis of masonry walls was performed with the use of UDEC software. A comparison of numerical and experimental results as well as a comparison of the failure mechanisms is presented. With the assumed modelling strategy and numerical method, a satisfactory compliance with the experimental results regarding limit state and developed failure mechanisms is obtained. With the results from this research and literature survey several recommendations regarding material properties necessary for numerical analysis are provided in the end of this paper.
PL
W artykule przedstawiono opartą na wynikach badań kalibrację modelu numerycznego do analizy ścian murowych. Wyniki badań wykorzystywane do kalibracji pochodzą z projektu "Optymalizacja kształtu jednostek murowych oraz technologia budowy budynków murowych odpornych na trzęsienia ziemi" przeprowadzonych przez Bosiljkova i Tomaževića w 2005 roku dla ZAG Ljubljana. W artykule przyjęto strategię mikro modelowania do analizy próbki muru poprzez metodę elementu dyskretnego oraz zastosowanie różnych, nieliniowych modeli materiałowych zarówno dla bloczków, jak i zaprawy. W celu określenia wartości liczbowych oraz wykalibrowania koniecznych danych materiałowych dla zastosowanych materiałów, których nie uzyskano eksperymentalnie, przeprowadzono kilkanaście badań oraz symulacji numerycznych. Analiza numeryczna ścian murowych została wykonana przy użyciu programu UDEC. Zaprezentowano porównanie wyników analiz numerycznych z wynikami z badań, jak i mechanizmów zniszczenia. Przy założonej strategii modelowania oraz metodzie numerycznej uzyskano zadowalającą zgodność z wynikami z badań, co do stanu granicznego oraz rozbudowanych mechanizmów zniszczenia. Na podstawie wyników z tych badań oraz studiów literaturowych, na końcu artykułu przedstawiono kilka zaleceń dotyczących właściwości materiałowych koniecznych w analizach numerycznych.
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