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Tytuł:
Numerical simulations of arteries with an adaptive finite element method
Autorzy:
Fuksa, A. K.
Rachowicz, W.
Powiązania:
https://bibliotekanauki.pl/articles/280674.pdf
Data publikacji:
2014
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
computational biomechanics
finite element method
adaptivity
error estimation
finite deformation
Opis:
This paper presents applications of the adaptive FEM in computational biomechanics. The study involves finite deformation of artery walls built of layers of elastic, nearly incompressible (rubber-like) materials. The models are reinforced with nearly inextensible collagen fibres stretched along the directions close to the circumferential direction. A Total Lagrangian technique based on the displacement-pressure formulation is presented. Residual error estimates and finite element mesh adaptation strategies are developed. The procedures are illustrated for solutions of arteries under various load considerations.
Źródło:
Journal of Theoretical and Applied Mechanics; 2014, 52, 4; 917-925
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of the crack tip model on results of the finite elements method
Wpływ modelu wierzchołka pęknięcia na wyniki uzyskane metodą elementów skończonych
Autorzy:
Graba, M.
Gałkiewicz, J.
Powiązania:
https://bibliotekanauki.pl/articles/281432.pdf
Data publikacji:
2007
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
fracture mechanics
finite deformation
stress distribution
J integral
CTOD
finite elements method
Opis:
The paper contains recommendations of finite element models of the crack tip neighborhood to obtain results independent of the finite element mesh. The recommendations are valid for elastic-plastic problems and finite strains. As an example, analysis of single edge notched specimens under bending is presented.
W pracy przeprowadzono analizę wpływu modelu MES na wartość naprężeń przed frontem pęknięcia w materiałach sprężysto-plastycznych, wyznaczaną w sposób numeryczny wartość całki J oraz rozwarcie wierzchołka pęknięcia (RWP). Obliczenia prowadzono dla płaskiego stanu odkształcenia przy założeniu dużych odkształceń.
Źródło:
Journal of Theoretical and Applied Mechanics; 2007, 45, 2; 225-237
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Distribution of crack-tip stresses during fatigue loading with an overload event: role of initial crack-tip shape, plastic compressibility and material softening
Autorzy:
Pandey, Satyabrat
Khan, Debashis
Alam, Intaf
Powiązania:
https://bibliotekanauki.pl/articles/1839711.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
fatigue loading
finite deformation
mode-I crack
stress/strain field
plastically compressible solid
material softening
Opis:
This paper deals with the influence of initial crack-tip shape, plastic compressibility and material or strain softening on near-tip stress-strain fields for mode I crack when subjected to fatigue loading with an overload event under plane strain and small scale yielding conditions. A finite strain elastic-viscoplastic constitutive equation with a hardening-softening- -hardening hardness function is taken up for simulation. For comparison, a bilinear hardening hardness function is also considered. It has been observed that the near-tip crack opening stress yy, crack growth stress xx, and hydrostatic stresses are noticeably controlled by the initial crack tip shape, plastic compressibility, material softening as well as the overload event. The distribution pattern of different stresses for a plastically compressible hardening- -softening-hardening solid appears to be very unusual and advantageous as compared to those of traditional materials. Therefore, the present numerical results may guide material scientists/engineers to understand the near-tip stress-strain fields and growth of a crack in a better way for plastically compressible solids, and thus may help to develop new materials with improved properties.
Źródło:
Journal of Theoretical and Applied Mechanics; 2021, 59, 2; 239-250
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An analysis on the effect of crosscuts within shaft protective pillars on deformations of the surrounding rock mass deformations
Autorzy:
Warchala, Ewa
Szostak-Chrzanowski, Anna
Powiązania:
https://bibliotekanauki.pl/articles/1402313.pdf
Data publikacji:
2020
Wydawca:
Politechnika Wrocławska. Wydział Geoinżynierii, Górnictwa i Geologii. Instytut Górnictwa
Tematy:
finite elements method
stress
protective pillar
deformation
Opis:
The development of crosscuts within mining shafts’ protective pillars causes a change of state of stress in the surrounding rock mass. It also causes deformations of the rock mass and the surface. It is essential to conduct prediction analysis of the deformations and stresses in order to secure a proper functioning of a shaft located within the protective pillar. It is recommended that the analysis should be based on the integration of the finite element method (FEM) and geodetic monitoring results. FEM makes it possible to determine the rock mass stresses and displacements in the shaft protective pillars and in the surrounding rock mass. It makes is possible to determine the safety and proper functioning of the shaft. The results of the FEM analysis of the impact of crosscuts and mining activities on rock mass deformations inside and on the surface of the protective shaft pillar are presented. The influence of mining extractions was investigated. The mining panels were located around the safety pillar in three regions NW, SE and SW and the crosscut were located within the safety pillar. The presented methodology will allow for the determination of the deformations and strains in case of farther development of crosscuts within the protective shaft pilar and by planned mining activities around the pillar.
Źródło:
Mining Science; 2020, 27; 253-265
2300-9586
2353-5423
Pojawia się w:
Mining Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Engineering Analysis Application in Furniture Making : Deformation – Equivalent Stress
Autorzy:
Seker, Sedanur
Koc, Kucuk Huseyin
Powiązania:
https://bibliotekanauki.pl/articles/27323524.pdf
Data publikacji:
2023
Wydawca:
Sieć Badawcza Łukasiewicz - Instytut Technologii Drewna
Tematy:
finite elements
furniture
engineering analysis
deformation
stress
wood
Opis:
The deformation of furniture units plays a significant role in their effective and efficient way of use during the overall service life. Accurate information on the deformation of different types of furniture members can be determined and evaluated by current testing methods. However, this will not only be expensive but also destructive. Therefore, the objectives of this study were to obtain initial data to predict the types and magnitudes of deformation which take place in various furniture works due to certain stress distribution. Such predictions were carried out by employing engineering analysis within the scope of the statistical approach. AutoCAD and SolidWorks software were used to design the furniture while the ANSYS finite element program route was employed for engineering analysis in this work. The joint types and stresses were applied as follows: dowel type joints having an equivalent stress level ranging from 0.20-0.96 MPa and a deformation level ranging from 0.0010.82 mm; mortise and tenon joints having an equivalent stress level ranging from 0.17-2.68 MPa, deformation level ranging from 0.02-0.17 mm. Minifix type joints having an equivalent stress level ranging from 0.07-17.6 MPa, and a deformation level ranging from 0.03-1.42 mm. It appears that the engineering tools used in this study can successfully be applied to determine the deformation behaviors of furniture units.
Źródło:
Drewno. Prace Naukowe. Doniesienia. Komunikaty; 2023, 66, 211; Art. no. 1644-3985.406.07
1644-3985
Pojawia się w:
Drewno. Prace Naukowe. Doniesienia. Komunikaty
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Static gradient damage simulations using stabilized finite elements
Gradientowy model do statycznych symulacji uszkodzenia przy użyciu elementow skończonych ze stabilizacją
Autorzy:
Pamin, J.
Wosatko, A.
Powiązania:
https://bibliotekanauki.pl/articles/280411.pdf
Data publikacji:
2012
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
gradient damage
stabilized finite elements
localization of deformation
Opis:
The hourglass control of two-field finite elements for the coupled problem of gradient damage is analyzed. For the equilibrium equations, stabilization is introduced according to the leastsquare method. For the additional averaging equation, three proposals of stabilization are considered, however only the operator method performs well. Attention is focused on the formulation, implementation and spectral analysis of four-noded elements in two-dimensional simulations. Basic benchmarks of a tensile bar with an imperfection and a beam in four-point bending are computed and discussed.
W artykule przedstawiono dwupolowe elementy skoczone z kontrolą pasożytniczych form deformacji, sformułowane dla sprzężonego problemu gradientowej mechaniki uszkodzenia. Zastosowano stabilizację rownań równowagi zgodnie z metodą najmniejszych kwadratów. Rozpatrzono trzy warianty stabilizacji dodatkowego równania uśredniającego, z których tylko metoda wykorzystująca operator γ jest skuteczna. Uwaga została skupiona na wyprowadzeniu, implementacji i analizie spektralnej czterowęzłowego elementu do symulacji dwuwymiarowych. Przedyskutowano wyniki uzyskane dla podstawowych testów rozciąganego pręta z imperfekcją i belki czteropunktowo zginanej.
Źródło:
Journal of Theoretical and Applied Mechanics; 2012, 50, 3; 841-853
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Selected Methods of Obtaining Adequate Forms of Deformation of Supercritical Thin-Walled Flat Plates
Autorzy:
Kopecki, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/2024021.pdf
Data publikacji:
2021
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
finite elements method
nonlinear analysis
advanced deformation
isogrid
Opis:
The study includes considerations on the numerical methods of obtaining the correct forms of deformation of thin-walled plates subjected to pure shear, operating under conditions of critical loads. Selected methods were presented and subjected to comparative tests, allowing for the obtaining of a state of large deformations of a perfectly flat system, loaded in its plane. These methods are based on application various forms of initial imperfections into the system, either geometrically or physically. A new solution was proposed in this area, differing in its essence from most commonly used solutions.
Źródło:
Advances in Science and Technology. Research Journal; 2021, 15, 2; 184-190
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Deformation of rubber-metal vibration and seismic isolators
Deformirovanie rezinometallicheskikh vibrosejjsmoizoljatorov
Autorzy:
Kozub, Y.
Powiązania:
https://bibliotekanauki.pl/articles/792842.pdf
Data publikacji:
2012
Wydawca:
Komisja Motoryzacji i Energetyki Rolnictwa
Tematy:
deformation
rubber-metal vibration
vibration isolation
viscoelasticity deformation
building construction
seismic isolator
finite element method
Źródło:
Teka Komisji Motoryzacji i Energetyki Rolnictwa; 2012, 12, 4
1641-7739
Pojawia się w:
Teka Komisji Motoryzacji i Energetyki Rolnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Methodology of integrated modeling of high-temperature steel processing in the aspect of supporting the design of new technologies
Autorzy:
Hojny, Marcin
Głowacki, Mirosław
Powiązania:
https://bibliotekanauki.pl/articles/1839642.pdf
Data publikacji:
2020
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
Finite Element Method
physical simulation
computer simulation
semi-solid deformation
Opis:
The article presents main assumptions of the methodology of integrated modeling of hightemperature steel processing in the aspect of supporting the design of new technologies. The developed solution uses a methodological research capability of modern Gleeble thermomechanical simulators to simulate physical processes, and the benefits of numerical modeling. This allows for restricting the number of expensive experimental tests to the minimum, e.g. by selecting a suitable heating schedule to achieve the desired temperature at the sample section, or getting additional information about the process, eg. estimating the zones with diversified grain growth dynamics, information on local cooling rates at any point within the volume of the sample tested. Mathematical models are original solutions of the developed methodology, such as the thermomechanical model of steel deformation in the semi-solid state, and the multi-scale model of resistance heating coupled with grain growth modelling in the micro scale. The work is supplemented with the main assumptions of the developed mathematical models together with examples of their practical use to support physical simulations.
Źródło:
Journal of Theoretical and Applied Mechanics; 2020, 58, 2; 361-371
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Coupling Characteristics of Needles and Backing Cloth During the Carpet Tufting Process
Autorzy:
Xu, Yang
Huang, Shuang
Sheng, Xiaowei
Zhijun, Sun
Powiązania:
https://bibliotekanauki.pl/articles/2171994.pdf
Data publikacji:
2022
Wydawca:
Sieć Badawcza Łukasiewicz - Instytut Biopolimerów i Włókien Chemicznych
Tematy:
tufted carpet
finite element model
needle force
deformation
backing cloth
Opis:
Focusing on the needle and backing cloth on a tufting machine type DHG801D-200, a finite element model was built using ABAQUS/Explicit software. The tufting processes, in which the individual tufting needles and 1/10 needle modules puncture the polypropylene woven and nonwoven fabrics (hot-air bonded nonwoven and thermo-calender bonded nonwoven), were simulated, respectively. Finally, the needle forces were estimated, and the deformations and stress field distribution of the backing cloth at different times were analysed.
Źródło:
Fibres & Textiles in Eastern Europe; 2022, 3 (151); 9--17
1230-3666
2300-7354
Pojawia się w:
Fibres & Textiles in Eastern Europe
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Efekty naprężeniowe, deformacyjne i energetyczne w okolicy wierzchołkowej szczeliny z pojedynczym odgałęzieniem
Analysis of stresses, cod and energy released rate g for branching cracks
Autorzy:
Boguszewski, T.
Molski, K.
Powiązania:
https://bibliotekanauki.pl/articles/387117.pdf
Data publikacji:
2009
Wydawca:
Politechnika Białostocka. Oficyna Wydawnicza Politechniki Białostockiej
Tematy:
metoda elementów skończonych
naprężenie
deformacja
finite element method
tension
deformation
Opis:
W pracy analizowano pola naprężeń i względne przemieszczenia brzegów niewielkiego pęknięcia powstałego w wierzchołku płaskiej szczeliny pod pewnym kątem do jej płaszczyzny. Wykorzystując metodę elementów skończonych MES zbadano charakter, zasięg oraz wzajemne oddziaływanie sąsiadujących osobliwych pól naprężeń – w okolicy wierzchołkowej odgałęzienia i w ostrym narożu. Dla płaskiego i antypłaskiego stanu odkształcenia określono ilościowe i jakościowe różnice tych oddziaływań w zależności od kierunku nachylenia odgałęzionego pęknięcia i rodzaju obciążenia zewnętrznego. Względne rozwarcie brzegów odgałęzionej szczeliny opisano odpowiednimi funkcjami uwzględniającymi charakter obu osobliwości oraz porównano kształty rozwarcia z przybliżonym rozwiązaniem wynikającym z lokalnych wartości współczynników intensywności naprężeń. Zaproponowano analityczno-numeryczną metodę wyznaczania uogólnionej warto- ści współczynnika uwalniania energii G w takich przypadkach.
Mutual interactions between two neighboring singular stress fields for branching cracks are analyzed. Using the finite element method and ANSYS program, relative crack opening and range of validity of the singular stress fields have been obtained. Some special functions were chosen for describing crack face opening, including two different singular stress field exponents. Numerical results make it possible to explain the influence and applicability of stress intensity factors for such cracks and show qualitatively additional effects and cracking conditions around the crack tip for plane and anti-plane crack problems.
Źródło:
Acta Mechanica et Automatica; 2009, 3, 3; 9-16
1898-4088
2300-5319
Pojawia się w:
Acta Mechanica et Automatica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental and Finite Element Analysis of Asymmetric Rolling of 6061 Aluminum Alloy Using Two-Scale Elasto-Plastic Constitutive Relation
Autorzy:
Wronski, M.
Wierzbanowski, K.
Wronski, S.
Bacroix, B.
Lipinski, P.
Powiązania:
https://bibliotekanauki.pl/articles/355456.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
asymmetric rolling
6061 aluminum
finite element method
crystalline deformation model
Opis:
The goal of this work was theoretical and experimental study of micro- and macroscopic mechanical fields of 6061 aluminum alloy induced by the asymmetric rolling process. Two-scale constitutive law was used by implementing an elasto-plastic self-consistent scheme into the Finite Element code (ABAQUS/Explicit). The model was applied to study the asymmetric rolling. Such a deformation process induces heterogeneous mechanical fields that were reproduced by the model thanks to the crystallographic nature of constitutive law used. The studied material was processed, at room temperature, in one rolling pass to 36% reduction. The resulting material modifications were compared with predictions of the two-scale model. Namely, the calculated textures were compared with experimental ones determined by X-ray diffraction. Especially, detailed quantitative analysis of texture variation across the sample thickness was done. The influence of this texture variation on plastic anisotropy was studied. The advantages of asymmetric rolling process over symmetric one were identified. The main benefits are a nearly homogeneous crystallographic texture, reduced rolling normal forces and homogenization of plastic anisotropy through the sample thickness.
Źródło:
Archives of Metallurgy and Materials; 2017, 62, 4; 1991-1999
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of excavation-induced deformation with different soil models
Autorzy:
Cudny, M.
Popielski, P.
Powiązania:
https://bibliotekanauki.pl/articles/1955311.pdf
Data publikacji:
2010
Wydawca:
Politechnika Gdańska
Tematy:
deep excavation
constitutive modelling
ground deformation
finite element method
case histories
Opis:
The monitored case of deep excavation works located in the centre of Warsaw is described and back analysed as a boundary value problem with the finite element method. The excavation was carried out in over-consolidated clayey layers under the support of braced diaphragm walls. Accurate simulation of such soil-structure interaction problems requires advanced soil constitutive models – especially for the pre-failure range of small strains. On the other hand, such models should not be very complex and their material parameters should be relatively simple to obtain from laboratory and in situ surveys. By means of a case study, this paper examines several simple elasto-plastic constitutive models for the simulation of the behaviour of soil layers. The influence of such characteristics of the soil behaviour, as anisotropy and non-linearity of stiffness, is studied in the paper. The discussion concerns the problems related to the application of the models for a practical example. The comparison is focused on the obtained and measured displacements of the neighbouring building and diaphragm walls.
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2010, 14, 4; 339-362
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A finite-strain model for a superelastic NiTi shape memory alloy
Autorzy:
Jiang, Dongjie
Xiao, Yao
Powiązania:
https://bibliotekanauki.pl/articles/29520079.pdf
Data publikacji:
2022
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
shape memory alloy
martensitic transformation
finite-strain constitutive model
Lüders-like deformation
Opis:
A finite-strain constitutive model of a superelastic NiTi shape memory alloy is proposed in this paper. Via backward Euler implicit integration scheme and the incorporation of material softening, the model is implemented into finite element code to reproduce a Lüders like deformation of a superelastic NiTi. The simulation results are in agreement with the experimental results, indicating that the constitutive model can reasonably predict the mechanical behavior of a superelastic NiTi. A parametric study further verifies that the magnitude of softening modulus has a significant effect on the stress-strain response and Lüders-like deformation of a superelastic NiTi.
Źródło:
Computer Methods in Materials Science; 2022, 22, 1; 23-30
2720-4081
2720-3948
Pojawia się w:
Computer Methods in Materials Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of slope at the static load increase
Analiz sostojanija sklona pri uvelichenii staticheskojj nagruzki
Autorzy:
Petrenko, E.
Gharakhanlou, M.
Powiązania:
https://bibliotekanauki.pl/articles/792554.pdf
Data publikacji:
2016
Wydawca:
Komisja Motoryzacji i Energetyki Rolnictwa
Tematy:
slope
soil
landslide-prone area
finite element method
retaining wall
plastic deformation
Źródło:
Teka Komisji Motoryzacji i Energetyki Rolnictwa; 2016, 16, 4
1641-7739
Pojawia się w:
Teka Komisji Motoryzacji i Energetyki Rolnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Hygrothermoelastic buckling response of composite laminates by using modified shear deformation theory
Autorzy:
Kazemi, M.
Powiązania:
https://bibliotekanauki.pl/articles/949126.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
angle-ply laminate
buckling
composite plate
finite element method
shear deformation theory
Opis:
In this study, a finite element based formulation is developed for analyzing the buckling and post-buckling of composite laminates subjected to mechanical and hygrothermal loads using Modified Hyperbolic Shear Deformation Theory (MHSDT). The changes in the critical buckling load are presented for different lamination schemes, thicknesses, material properties and plate aspect ratios. In addition, post buckling analysis is performed for a composite plate subjected to uniform in-plane thermal and moisture induced loadings by using MHSDT. Matlab software has been used for programming the analysis. The results obtained by Matlab codes are in a satisfactory consistence compared to the references. Thus, the developed MHSDT has been validated for buckling and post buckling analysis of laminated plates in hygrothermal environment.
Źródło:
Journal of Theoretical and Applied Mechanics; 2018, 56, 1; 3-14
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Three Dimensional Analysis of Asymmetric Rolling with Flat and Inclined Entry
Trójwymiarowa analiza walcowania asymetrycznego z płaskim oraz ukośnym wejściem materiału
Autorzy:
Wroński, S.
Wierzbanowski, K.
Wroński, M.
Bacroix, B.
Powiązania:
https://bibliotekanauki.pl/articles/354753.pdf
Data publikacji:
2014
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
asymmetric rolling
inclined entry
deformation model
finite element method
texture
residual stress
internal stress
Opis:
The results of three-dimensional simulation of asymmetric rolling, using Finite Elements Method, are presented. The example case of low carbon steel is considered. The rolling asymmetry, considered in the present work, results from different angular velocities of two identical working rolls. The effects of asymmetry on stress and strain distributions, material bending and variations of normal force and torque exerted by rolls are calculated and discussed. A special emphasis is done on the influence of inclined entry of a rolled material, which can appear in sequential rolling. Such the entry can partly compensate the material bending during. The results of the present simulations show that optimum parameters can be found in order to minimize the effect of sheet curvature and to reduce the applied torque and normal rolling force. The predicted internal stress distributions were applied next in the crystallographic deformation model; the predicted textures of symmetric and asymmetric rolling are in good agreement with experimental results.
W pracy przedstawiono wyniki trójwymiarowej symulacji walcowania asymetrycznego, używając Metody Elementów Skończonych. Rozważono walcowanie stali niskowęglowej. Asymetria walcowania, rozważana w niniejszej pracy, wynika z różnych prędkości kitowych dwóch identycznych walców. Przedyskutowano wpływ asymetrii walcowania na rozkłady naprężeń i odkształceń, wygięcie materiału oraz modyfikację siły i momentu obrotowego wywieranego przez walce. Szczególną uwagę zwrócono na możliwość ukośnego wprowadzania materiału, które może występować w walcowaniu sekwencyjnym. Takie wprowadzanie materiału może częściowo zrekompensować jego wygięcie. Wyniki niniejszych obliczeń wskazują, że można znaleźć optymalne parametry w celu redukcji do minimum wygięcia blach i zmniejszenia siły i momentu sił wywieranych przez walce. Wyliczone rozkłady naprężeń wewnętrznych zastosowano następnie w krystalograficznym modelu deformacji; przewidywane tekstury walcowania symetrycznego i asymetrycznego pozostają w dobrej zgodności z danymi doświadczalnymi.
Źródło:
Archives of Metallurgy and Materials; 2014, 59, 2; 585-591
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of mechanical structures using plate finite element method under different boundary conditions
Autorzy:
Hamrit, F.
Necib, B.
Powiązania:
https://bibliotekanauki.pl/articles/329666.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Polskie Towarzystwo Diagnostyki Technicznej PAN
Tematy:
structures
vibration modes
finite elements
plate element
assembly
deformation energy
deformation
stress
struktura
drgania
elementy skończone
element płytowy
montaż
energia deformacji
naprężenie
Opis:
The mechanical discrete or continuum structures are actually of great importance in the application field of contemporary modern industry. However, during their life time these structures are often subjected to considerable external stresses or to high amplitudes of vibrations which can cause them large deformations and internal stresses which can cause them internal cracking or even their total destruction. In order to avoid these types of problems, the concept of static and dynamic analysis of these structures is recommended, and due to the complexity of their shape and size, the finite element method is the most used. The latter is currently recognized as a very powerful technique for the static and dynamic analysis of discrete or continuous structures of complicated form applied in the field of mechanics, aeronautics, civil engineering, maritime or robotics. Consequently, the calculation and dimensioning of these mechanical systems by the finite element method plays an important role at the service of the industry for possible sizing and prediction of their lifetime. Our work consists of static and dynamic analysis of two-dimensional discrete and continuous mechanical systems using the finite element method based on the main elements of bars, beams and plates, under the effect of external excitations with different boundary conditions. The discrete structures considered are two-dimensional in metallic framework interconnected to the nodes by welding, riveting or bolted under various boundary conditions. Their elements are modeled comparatively by bar elements and beam elements, while for continuous structures the elements are rectangular thin plates with different boundary conditions. The excitation forces are based on periodic, random or impulsive forces and a numerical solution by development of a program to describe the behavior of these structures is realized. The mass and stiffness matrices of all the structures are determined respectively by assembling the bars, beam and plate elements based on the kinetic and deformation energy for each element. The displacements, the node reactions and the axial forces in all the elements as well as the transverse stresses and the eigenvalues of the structures under different boundary conditions were also calculated and good results were obtained compared to those obtained using other software already existing. In fact, analysis using the finite element method will allow the proper dimensioning and design of complex industrial mechanical structures according to different boundary conditions, their internal loading and their vibratory level.
Źródło:
Diagnostyka; 2018, 19, 2; 3-9
1641-6414
2449-5220
Pojawia się w:
Diagnostyka
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reconstruction algorithm for obtaining the bending deformation of the base of heavy-duty machine tool using inverse Finite Element Method
Autorzy:
Liu, M.
Zhang, X.
Song, H.
Wang, J.
Zhou, S.
Powiązania:
https://bibliotekanauki.pl/articles/221566.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
inverse Finite Element Method
bending deformation
heavy-duty machine tool
reconstruction algorithm
statically indeterminate structure
Opis:
The field of mechanical manufacturing is becoming more and more demanding on machining accuracy. It is essential to monitor and compensate the deformation of structural parts of a heavy-duty machine tool. The deformation of the base of a heavy-duty machine tool is an important factor that affects machining accuracy. The base is statically indeterminate and complex in load. It is difficult to reconstruct deformation by traditional methods. A reconstruction algorithm for determining bending deformation of the base of a heavy-duty machine tool using inverse Finite Element Method (iFEM) is presented. The base is equivalent to a multi-span beam which is divided into beam elements with support points as nodes. The deflection polynomial order of each element is analysed. According to the boundary conditions, the deformation compatibility conditions and the strain data measured by Fiber Bragg Grating (FBG), the deflection polynomial coefficients of a beam element are determined. Using the coordinate transformation, the deflection equation of the base is obtained. Both numerical verification and experiment were carried out. The deflection obtained by the reconstruction algorithm using iFEM and the actual deflection measured by laser displacement sensors were compared. The accuracy of the reconstruction algorithm is verified.
Źródło:
Metrology and Measurement Systems; 2018, 25, 4; 727-741
0860-8229
Pojawia się w:
Metrology and Measurement Systems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical Analysis of the Impact of Geometric Parameters of the Outcuts in the Wing Torsion Box Wall on the Mechanical Properties of the Structure
Autorzy:
Kopecki, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/2201747.pdf
Data publikacji:
2022
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
outcut
advanced deformation
finite elements method
FEM
nonlinear analysis
wing torsion box
wing
aircraft construction
Opis:
The study presents the results of comprehensive numerical analyses of an unusual solution in the field of geometry of holes in the wall of the wing torsion box subjected to torsion. Due to the nature of loads acting on the wing structure in flight conditions, it is possible to modify the current standard solutions. However, this involves a fundamental change in the nature of stress distribution and the resulting need to use new types of local reinforcements of the structure. The analyses were supposed to indicate the dependencies between the geometric parameters of the outcuts and the nature of advanced deformations and the distribution of internal forces.
Źródło:
Advances in Science and Technology. Research Journal; 2022, 16, 3; 176--182
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of the Post-Critical Deformation State of Curvilinear Integral Stiffening of a Thin-Walled Structure Subjected to Torsion
Autorzy:
Kopecki, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/102877.pdf
Data publikacji:
2020
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
isogrid
advanced deformation
finite elements method
nonlinear analysis
izokrata
zaawansowana deformacja
metoda elementów skończonych
analiza nieliniowa
Opis:
The paper presents an innovative concept of integral stiffening of the thin-walled structures based on the use of curvilinear elements. The analyzed system in the form of a thin-walled spatial structure was subjected to a non-linear numerical analysis, aimed at comparing the properties of the proposed solution with those of the reference stiffening. A comparative analysis of deformation forms and ranges as well as effective stress distributions was conducted. The tests constituted a preliminary analysis, aimed at determining the usability of the solution, which is the basis of the research process supported by an appropriate experiment.
Źródło:
Advances in Science and Technology. Research Journal; 2020, 14, 2; 34-40
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Study of displacements of a bridge abutment using FEM
Autorzy:
Wymysłowski, M.
Kurałowicz, Z.
Powiązania:
https://bibliotekanauki.pl/articles/950399.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
bridge abutment
sheet piling
shallow foundation
displacements of the bridge abutment
deformation of subsoil
finite element method
Opis:
Study of displacements of a bridge abutment using FEMpotential to increase foundation bearing capacity and reduce displacements; but their presence is not usually taken into account in foundation design. In this article, the results of finite element analysis of a typical abutment foundation, with and without cover of sheet piles, are presented to demonstrate these effects. The structure described is located over the Więceminka river in the town of Kołobrzeg, Poland. It is a single-span road bridge with reinforced concrete slab.
Źródło:
Studia Geotechnica et Mechanica; 2016, 38, 2; 61-70
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Choice of Initial Conditions and of Solution in the Problem of Efficiency Increase of Pipes Calibration on a Mandrel
Autorzy:
Salikhyanov, D.
Bogatov, A.
Dyja, H.
Powiązania:
https://bibliotekanauki.pl/articles/352003.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
hot-rolled pipe
pipe calibration on a mandrel
pipe precision index
extrafocal deformation
finite element simulation
FEM
Opis:
This research work is devoted to the theoretical study of the pipe calibration on a mandrel. The aim of the study is to improve the precision of the calibrated pipes. As the paper shows, it is advisable to apply different methods of research depending on the purpose of the study of metal forming processes: mathematical, computer or physical simulation. Analytical review of existing mathematical models of the pipes calibration on a mandrel showed that the set of assumptions adopted in the mathematical modeling does not allow assessing the precision of the pipes during calibration. Therefore, finite-element method simulation package was used for this research. Research method and pipes precision index were developed on the basis of the computer simulation using Deform-3D package. The investigations have allowed us to get the dependence of the pipe precision on technological factors and to identify the root cause of reduced efficiency calibration – extrafocal deformation.
Źródło:
Archives of Metallurgy and Materials; 2018, 63, 2; 739-742
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of the face width and length of contact on teeth deformation and stiffness
Autorzy:
Medvecká-Beňová, S.
Powiązania:
https://bibliotekanauki.pl/articles/198548.pdf
Data publikacji:
2016
Wydawca:
Politechnika Śląska. Wydawnictwo Politechniki Śląskiej
Tematy:
spur gear
teeth deformation
finite element method
stiffness
face width
koło zębate
deformacja zębów
metoda elementów skończonych
sztywność
Opis:
Gear teeth are deformed due to load. Recently, given the increasingly evolving computer technology, supported by the available literature, we have modern numerical methods at our disposal, such as the finite element method (FEM), which serves as one of the methods for the determination of teeth deformation in the gearing. This paper mainly deals with deformation distribution across the teeth’s face width in relation to the load width of the teeth when meshing occurs. The solution for teeth deformation of spur gears is provided by the FEM.
Źródło:
Zeszyty Naukowe. Transport / Politechnika Śląska; 2016, 91; 99-106
0209-3324
2450-1549
Pojawia się w:
Zeszyty Naukowe. Transport / Politechnika Śląska
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Concrete face rockfill dams - new chalenges for monitoring and analysis
Autorzy:
Szostak-Chrzanowski, A.
Massiera, M.
Deng, N.
Powiązania:
https://bibliotekanauki.pl/articles/225356.pdf
Data publikacji:
2009
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
betonowa tama kamiennych twarzy
analiza deformacji
metody elementów skończonych
concrete face rockfill dam
deformation analysis
finite element method
Opis:
Concrete face rockfiil dams (CFRDs) are gaining a worldwide recognition as the most economical type of dams to be constructed in extreme northern and sub-Antarctic regions. Safety of CFRDs depends on the proper design, construction, and monitoring of tual behaviour during the construction and during the operation of the structure. The main concern for the safety of CFRDs is the deformation of the concrete face. During the reservoir filling, the load of water and deformations of the dam rockfiil force upstream concrete slab to deform. The displacements of the concrete face during the reservoir filling should not exceed the maximum allowed values in order to maintain the structural integrity of the concrete face. Due to uncertainty of the model parameters, careful monitoring of the dams and their surroundings are required in order to verify and enhance the model. This paper presents a study of the behavior of the upstream concrete face slabs and internal displacements that develop in the rockfiil during construction and during filling the reservoir. The research is based on two examples: the Toulnustouc Dam (75 m) located in Northern Quebec, Canada, and the Shuibuya Dam in P. R. China, the tallest (233 m) concrete face rockfiil dam in the world. The results of in study serve also as a basis for designing deformation monitoring schenies for the conete face rockfiil dams.
Źródło:
Reports on Geodesy; 2009, z. 2/87; 381-390
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-25 z 42

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