Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników

Znaleziono wyników: 8

Liczba wyników na stronie
first rewind previous Strona / 1 next fast forward last
Wyniki wyszukiwania
help Sortuj według:

help Ogranicz wyniki do:
first rewind previous Strona / 1 next fast forward last
EN
The article presents the project of the structural part of the "Trifid" system. The system consists of an autonomous vehicle with a mechanical platform. The main object of the "Trifid" system is to gather and transmit plant data to a control centre, where based on the image analysis, the decisions of applying appropriate intervention are made.
EN
This paper presents test results for deformation conditions of three-layer, piezoelectric cantilever converters subjected to various electrical and mechanical boundary conditions. A general solution has been developed based on implementation of piezoelectric triple segments (PTS) to the beam. A working mechanism and conditions for strain of the PTS segment have been determined. Basing on the general solution, for the cantilever actuator subjected to an external force (of single and dual PTS segments) and a uniform load (of single PTS segment), particular solutions have also been developed. Moreover, dimensionless frequencies of the oscillating motion for the analyzed converters have been determined. In the next step, the influence of such factors as length, quantity and position of PTS segments, their relative stiffness and unit weight on values of the obtained frequencies of vibration have been defined. The resulting analytical solutions have been compared with the developed FEM solution.
EN
The increasing application of composite materials in the construction of machines causes strong need for modelling and evaluat-ing their strength. There are many well known hypotheses used for homogeneous materials subjected to monotone and cyclic loading conditions, which have been verified experimentally by various authors. These hypotheses should be verified also for composite materials. This paper provides experimental and theoretical results of such verifications for bimaterial structures with interfacial cracks. Three well known fracture hypotheses of: Griffith, McClintock and Novozhilov were chosen. The theoretical critical load values arising from each hy-potheses were compared with the experimental data including uni and multi-axial loading conditions. All tests were carried out with using specially prepared specimens of steel and PMMA.
PL
W pracy przedstawiono wyniki badań odporności na pękanie struktury stal-PMMA ze szczeliną międzyfazową. Na drodze doświadczalnej wyznaczono krytyczne wartości siły zrywającej oraz zakresy zmian obciążenia w funkcji liczby cykli uruchamiające proces pękania struktury. Badania przeprowadzono dla szeregu próbek o różnych proporcjach między naprężeniami stycznymi i normalnymi, w płaszczyźnie połączenia dwóch materiałów. Zbadano przydatność stosowania współczynnika uwalniania energii G jako parametru określającego wytrzymałość struktury. Wartości krytyczne parametru Gc wyznaczono sposobem doświadczalno - numerycznym polegającym na uwzględnieniu krytycznej wartości obciążenia, w analizie tego zagadnienia, wykonanej metodą elementów skończonych MES.
EN
The present paper deals with experimental approach to critical quasi-static and fatigue fracture conditions for a bimaterial structure steel-PMMA with interfacial crack under complex stress state along the bond. Seven different types of samples were used of various crack lengths and different inclination angles of the bond with respect to the loading direction. Critical values Gc of the energy release rate were determined for all types of specimens using numerical FEM approach and considering maximal forces obtained experimentally. Analysis performed has shown that Gc values were not constant for all types of specimens. Since Gc depends on the inclination angle of the bond some other fracture criteria should be developed to increase accuracy of theoretical models describing fracture processes of interfacial cracks.
EN
The present paper deals with analytical and numerical solutions for multiple stress field singularities - real and oscillatory - at the crack tip. Such stress fields may appear in composite materials with cracks. Numerical values of generalised stress intensity factors, K I (λ r) , K II (λ r) (and higher order terms coefficients have been determined by using numerical FEM results and special approximate functions AF. Analytical and numerical calculations have been done as an example for a rigid square inclusion with symmetric cracks located along the bond and subjected to normal longitudinal and transverse loading.
PL
W pracy omówiono różne rodzaje cech osobliwych pól naprężeń, wywołanych obecnością wad w postaci wtrąceń i lokalnych pęknięć, występujących w materiałach wielofazowych. Analizy przeprowadzono w aspekcie obliczeń wytrzymałościowych. Dla wybranej grupy struktur geometrycznych podano kompleksowe rozwiązania analityczne. Wyznaczono wartości (rzeczywiste i zespolone) wykładników potęgowych λ determinujących charakter osobliwości oraz podano analityczne zależności opisujące poszczególne komponentów naprężeń i przemieszczeń w okolicy wierzchołkowej koncentratora. W opisie użyto uogólnionych współczynników intensywności naprężeń Kj. Uwzględniając różne cechy jakościowe członów osobliwych rozwiązań asymptotycznych – pojedynczych, wielokrotnych, rzeczywistych i zespolonych - podano metody wyznaczania i wartości współczynników Kj. Przedyskutowano zakres ważności rozwiązań analitycznych w zależności od użytej w opisie liczby wyrazów rozwiązania asymptotycznego. Wykorzystując metodę elementów skończonych dokonano numerycznej weryfikacji prezentowanych anlitycznych opisów pól naprężeń i przemieszczeń.
EN
Analytical solutions of the local stress and strain fields around the stress raisers are of great importance and helpful in predicting strength and durability of the structure. A great difficulty in obtaining such solutions appears for cracks and other types of sharp corners, especially for composite materials with the notch apex located on the bond. In such cases we may have various singular stress fields. Each solution may also consist of many singular terms represented by the real and/or complex exponents, depending on the material properties and the notch angle. In the paper stress field singularities at the tip of cracks and v-notches appearing in composite materials are obtained and analysed. The analytical solutions of stress and displacement field components are available in the polar coordinate system, as a function of independent, conveniently defined stress intensity factors and the coefficients of higher order terms. Particular numerical solutions to the problems are also obtained using the finite element method FEM, which served as a verification of the accuracy, determination of the range of validity of the analytical solutions and as a tool for obtaining numerical values of the stress intensity factors for different loading and geometrical conditions. Qualitative and quantitative features of the stress fields obtained for various cases are discussed.
EN
The present paper deals with the applications of special finite element approach, so called analytical constrained method ACM, for calculating nmerical values of stress intensity factors in "oscillatory singularity" regime. The problem is of special importance when stress field exponent is represented by the complex number and characteristic equation exhibits many different exponent values in the range 0-1. Numerical calculations have been carried out for a case of sharp rigid inclusion with unilateral crack, where all conditions described above are fulfilled.
first rewind previous Strona / 1 next fast forward last
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.