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Tytuł:
A Photonic-Crystal Selective Filter
Autorzy:
Pajewski, L.
Schettini, G.
Powiązania:
https://bibliotekanauki.pl/articles/308475.pdf
Data publikacji:
2017
Wydawca:
Instytut Łączności - Państwowy Instytut Badawczy
Tematy:
filter
Fourier Modal Method
periodic structures
photonic bandgap materials
photonic crystals
Opis:
A highly selective filter is designed, working at 1.55 μm and having a 3-dB bandwidth narrower than 0.4 nm, as is required in Dense Wavelength Division Multiplexed systems. Different solutions are proposed, involving photonic crystals made rectangular- or circular-section dielectric rods, or else of holes drilled in a dielectric bulk. The polarization and frequency selective properties are achieved by introducing a defect in the periodic structure. The device is studied by using in-house codes implementing the full-wave Fourier Modal Method. Practical guidelines about advantages and limits of the investigated solutions are given.
Źródło:
Journal of Telecommunications and Information Technology; 2017, 3; 107-112
1509-4553
1899-8852
Pojawia się w:
Journal of Telecommunications and Information Technology
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Polarization-selective beam splitter by a sandwiched grating
Autorzy:
Wang, B
Chen, L
Lei, L
Zhou, J
Powiązania:
https://bibliotekanauki.pl/articles/174875.pdf
Data publikacji:
2013
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
modal method
rigorous coupled-wave analysis (RCWA)
sandwiched grating
high efficiency
beam splitter
Opis:
We describe a polarization-selective beam splitter by a sandwiched grating, which can fulfill the high efficiency element for TE polarization and the two-port output for TM polarization. The modal method and the rigorous coupled-wave analysis (RCWA) are employed together to optimize the polarization-selective beam splitter. According to the modal method, the grating duty cycle and period are discussed to analyze the physical mechanism of such a dual-function element. Using RCWA, grating depth and thickness of the covering layer are accurately optimized to design such a polarization-selective beam splitter. With the optimized grating duty cycle, period, depth and covering layer thickness, TE polarization can be mainly diffracted in the –1st order and two-port output can be achieved for TM polarization in the 0th and the –1st orders. The polarization-selective beam splitter should be a useful element in a variety of applications with advantages of high efficiency, wideband property, and dual functions based on a sandwich grating.
Źródło:
Optica Applicata; 2013, 43, 2; s. 229-236
0078-5466
1899-7015
Pojawia się w:
Optica Applicata
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Prediction of Reverberant Properties of Enclosures via a Method Employing a Modal Representation of the Room Impulse Response
Autorzy:
Meissner, M.
Powiązania:
https://bibliotekanauki.pl/articles/177946.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
room acoustics
indoor reverberation
room impulse response
modal expansion method
decay times
Opis:
A theoretical method has been presented to describe sound decay in enclosures and simulate the room impulse response (RIR) employed for prediction of the indoor reverberation characteristics. The method was based on a solution of wave equation with the form of a series whose time-decaying components represent responses of acoustic modes to an impulse sound source. For small sound absorption on room walls this solution was found by means of the method of variation of parameters. A decay function was computed via the time-reverse integration of the squared RIR. Computer simulations carried out for a rectangular enclosure have proved that the RIR function reproduces the structure of a sound field in the initial stage of sound decay sufficiently well. They have also shown that band-limitedness of the RIR has evident influence on the shape of the decay function and predicted decay times.
Źródło:
Archives of Acoustics; 2016, 41, 1; 27-41
0137-5075
Pojawia się w:
Archives of Acoustics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza drgań kładki kompozytowej wywołanych działaniem wiatru
Wind induced vibration analysis of composite footbridge
Autorzy:
Sobczyk, B.
Chróścielewski, J.
Witkowski, W.
Powiązania:
https://bibliotekanauki.pl/articles/209358.pdf
Data publikacji:
2015
Wydawca:
Wojskowa Akademia Techniczna im. Jarosława Dąbrowskiego
Tematy:
powłokowa kładka kompozytowa
opływ wiatru
metoda modalna
drgania kładek dla pieszych
composite shell footbridge
wind flow
modal method
footbridge vibration
Opis:
W pracy omówiono sposób przeprowadzenia uproszczonej, numerycznej analizy drgań kładki kompozytowej wywołanych działaniem wiatru. Rozważaniom poddano swobodnie podpartą konstrukcję o rozpiętości 16 m i przekroju w kształcie litery U. W pierwszej kolejności przeprowadzono dwuwymiarową analizę opływu niepodatnego kształtu przekroju kładki w poziomym strumieniu wiatru o prędkości 10 m/s. Obliczenia numeryczne przeprowadzono programem ANSYSFLUENT14. Rezultaty analizy opływu - liczbę Strouhala - porównano z wynikami zawartymi w monografii A. Flagi pt. Inżynieria wiatrowa. Podstawy i zastosowania, Arkady, Warszawa, 2008, w celu oceny poprawności obliczeń. W kolejnym etapie zbudowano przestrzenny model konstrukcji w programie ABAQUS6.12-3. Wykonano analizę drgań konstrukcji metodą modalną, w której obciążeniem jest ciśnienie działające na powierzchni pomostu, zmienne w czasie, o wartościach wyznaczonych na podstawie analizy opływu. Dla badanej konstrukcji sprawdzono kryteria komfortu przyszłych użytkowników obiektu, który jest w fazie wytwarzania.
In the work, we describe a simplified method for numerical analysis of a FRP composite footbridge in the field of wind induced vibrations. We consider a simply supported structure with a span length of 16 m and U-shape cross-section. Firstly, a two dimensional flow analysis is performed of the fixed bridge cross-section which is subjected to a lateral wind action with 10 m/s velocity. Calculations are performed using ANSYSFLUENT14 software. Results of the flow analysis (Strouhal’s number) are compared with the results presented in a monograph by A. Flaga, entitled Inżynieria Wiatrowa. Podstawy i zastosowania (Wind Engineering. The bases and applications) (in Polish), Arkady, Warszawa, 2008, in order to validate calculations. After that, a three dimensional spatial model of the footbridge is built in ABAQUS6.12-3 finite element method software. Amodal dynamics problem is solved, where the loading conditions are adopted on the basis of the flow analysis and applied as an evenly distributed pressure on the bridge deck surface. Finally, the users’ vibration comfort criterion is checked for the considered structure.
Źródło:
Biuletyn Wojskowej Akademii Technicznej; 2015, 64, 1; 91-101
1234-5865
Pojawia się w:
Biuletyn Wojskowej Akademii Technicznej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Selected Aspects of 3D Printing for Emergency Replacement of Structural Elements
Autorzy:
Jasiński, Krzysztof
Murawski, Lech
Kluczyk, Marcin
Muc, Adam
Szeleziński, Adam
Muchowski, Tomasz
Chodnicki, Marek
Powiązania:
https://bibliotekanauki.pl/articles/2201888.pdf
Data publikacji:
2023
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
modal analysis
cavity method
additive method
machine element repair
Opis:
The paper presents a synthetic characterization of modern methods of manufacturing or regenerating machine elements. Considered methods are machining and additive methods, in particular 3D printing in the FDM/FFF technique. For the study, the authors made samples of the holder bracket using selected methods. Samples made by machining operations, 3D printing with various filling were tested. The paper contains a technical and economic analysis of the production of a holder bracket using the discussed methods. The dynamics of steel and FDM/FFF printed samples were also assessed by determining their resonance curves. The vibration magnification fac-tors were analyzed - the quotient of the vibration amplitudes in the resonance to the static deformations that occurred under the influence of the constant force and the location of the vibration resonances - the natural frequencies for individual vibration modes. The study's main objective is to assess the possibility of emergency changing the manufacturing technology of selected machine components. The authors were interested in partially replacing costly and not environmentally friendly milling with 3D printing. Machine elements can be manufactured by printing in classical machine building and emergency conditions to replace a damaged component temporarily (e.g., on a ship, for the time of arrival at a port or shipyard). The main assumption guiding the authors during the preparation of this publication was the analysis of the possibility of using the production of "ad hoc" prepared spare parts and their use in the event of a lack of access to parts made of the intended materials.
Źródło:
Advances in Science and Technology. Research Journal; 2023, 17, 1; 274--289
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analytical and experimental vibration analysis of telescopic platforms
Autorzy:
Yucel, A.
Arpaci, A.
Powiązania:
https://bibliotekanauki.pl/articles/949115.pdf
Data publikacji:
2016
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
telescopic platforms
modal analysis
finite element method
vibration
Opis:
In this study, vibration analysis of a telescopic platform is conducted, and the platform structure is reconstructed to satisfy vibrational standards. The analysis is realised using solid modelling, finite elements and an analytical method. The results are verified using experimental modal techniques. Through the finite element and experimental modal approach free vibration analysis is carried out and natural frequencies are determined. Additionally, vibration accelerations of the structure are obtained by forced vibration analysis of the model. All calculations one performed on the new reconstructed structure, and it is determined whether the reconstructed structure satisfies the vibrational standards.
Źródło:
Journal of Theoretical and Applied Mechanics; 2016, 54, 1; 41-52
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Eigencharacteristics of fluid filled tanks: an extended symmetrical coupled approach
Autorzy:
Wiśniewski, A.
Kucharski, R.
Powiązania:
https://bibliotekanauki.pl/articles/1933192.pdf
Data publikacji:
2006
Wydawca:
Politechnika Gdańska
Tematy:
fluid-structure interaction
modal analysis
free vibration
acoustic method
FEM
Opis:
In the numerical analysis of the eigen behaviour of large liquid and gas storage tanks, an important role is played by initial pre-stressing of such thin-walled structures due to high fluid pressure and gravity. In a majority of numerical simulations, the finite state of deformation is first calculated, following which small, linear vibrations are superimposed on the finite state. This paper is devoted to refinement and assessment of the basic Eckart superimposed eigencharacteristics problem simultaneously stated in fluid and thin-walled structures. Eckart's coupled approach leads to variational structure-fluid coupling in the so-called acoustic approximation. In order to verify the feasibility and correctness of the symmetrical Eckart approach, finite element discretization and a calculation example of a rectangular tank are presented. The calculated results are compared with literature ones.
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2006, 10, 4; 455-468
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Digital Twin For Fatigue Analysis
Autorzy:
Chabod, Amaury
Baron, Nicholas
Powiązania:
https://bibliotekanauki.pl/articles/2105141.pdf
Data publikacji:
2020
Wydawca:
Sieć Badawcza Łukasiewicz - Instytut Lotnictwa
Tematy:
fatigue analysis
digital twin method
modal analysis
test-FEA correlation
Opis:
The main design parameters that impact the fatigue of components are geometry, material and loading. Simulation with Finite Element Analysis (FEA) and tests on a vibrating table are often used to understand the dynamic behaviour of components and thus validate those items. Accelerated tests are used for the mission profile and test definition, as described in GAM-EG-13, MIL-STD-810F and RTCA DO-160E. The shock response spectrum (SRS) and the extreme response spectrum (ERS) allow for a comparison of the power spectrum density (PSD) and the acceleration factor applied in terms of fatigue severity through the fatigue damage spectrum (FDS). In addition, the hypothesis of linear damage accumulation enables the combination of several events for specifying a mission profile. Ultimately, the mission profile, which represents a usage that might span over several years, can be reduced to a shorter duration with a damage extraction technique. This is particularly useful for the definition of vibrating table specifications. An advantage of the virtual vibrating table is the reduction of the number of prototypes and the understanding of failure modes. To achieve this objective, finite element analysis in the frequency domain (harmonic analysis) is used and the structural stress response is evaluated with a PSD loading. A statistical model of rainflow allows assessing the damage on the components. The presentation also shows the effects of the damping factor on damage results. To achieve accurate results and define a Digital Twin, the correlation between test results and the finite element analysis is fundamental. Experimental modal analysis, based on the measured acceleration responses, helps to validate calculated modal frequencies and to assess the damping for each mode. This study shows the importance and the sensitivity on damping of the structural response, and in turn on fatigue.
Źródło:
Fatigue of Aircraft Structures; 2020, 12; 47--56
2081-7738
2300-7591
Pojawia się w:
Fatigue of Aircraft Structures
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of engine rotational speed on the natural frequencies of the turbine blade
Autorzy:
Witek, L.
Powiązania:
https://bibliotekanauki.pl/articles/242083.pdf
Data publikacji:
2016
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
turbine blade
modal analysis
resonant frequency
finite element method
experimental analysis
Opis:
In this work, the influence of the engine rotational speed on the natural frequencies of the turbine blade was investigated. In first part of the work the experimental modal analysis of the blade were made using the vibration system. The investigated blade was fixed to the movable head of the shaker. The blade amplitude was measured using the piezoelectric accelerometers. As results of experimental modal analysis, the resonant frequencies for first three modes of vibration were determined. In the next step of the work, the numerical models of the blades with different size of the finite elements were performed in order to check the convergence of the numerical solution. For each models the natural frequencies were determined for the non-rotated blade. The numerical results were next compared to the results of experimental modal analysis. After this comparison, one model only was selected for the further computations. In the last part of the work, the complex multi-steps analysis was performed in order to investigate the influence of turbine rotational speed on the modes and natural frequencies of the blade. Obtained results are important from both the research and also the practical point of view and have an influence on reliability of the engine.
Źródło:
Journal of KONES; 2016, 23, 1; 421-428
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Calculation reliability of natural vibrations of ship hull and superstructure
Autorzy:
Doan, Do Van
Murawski, Lech
Powiązania:
https://bibliotekanauki.pl/articles/242824.pdf
Data publikacji:
2019
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
finite element method
ship hull vibrations
modal analysis
Patran-Nastran software
Opis:
The ship hull vibration has a great impact on the performance, safety of the devices, structures, and the sailor's comfort when working on the ship. With increases in ship sizes and speeds, shipboard vibration becomes a significant concern in the design and construction of ships. Therefore, designing a ship without any excessive vibration is an important issue and should be studied through analysis right in the design phase. To ensure minimum vibration in a proposed new design; avoid damage to structures, machinery or equipment (mechanically suitable); meeting the requirements of the crew's living environment and working conditions. The ship's natural vibrations are determined to right from the design stage, which will help ship designers and structures avoid dangerous resonance areas. In this study, a three-dimensional finite element model representing the entire ship hull, including the deckhouse and machinery propulsion system, has been developed using numerical modelling implemented in Patran-Nastran software for local and global vibration analyses of the container ship 2000 TEU. Vibration analyses have been conducted under two conditions: free– free (dry) and in-water (wet). The wet analysis has been implemented using Mfluid elements in Nastran software. Because of the global ship free vibration analysis, global natural frequencies and mode shapes have been determined. Combined with the frequency of the main engine and the propeller, the resonant regions with higher frequencies are determined by the resonant graph of the hull. The application of the finite element method for ship vibration analysis shows the optimal of numerical modelling method compared to other traditional methods. This will help other technical problems to be solved with the support of the finite element method.
Źródło:
Journal of KONES; 2019, 26, 1; 31-38
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental identification of modal parameters for the model of a building subjected to short-term kinematic excitation
Autorzy:
Majcher, K.
Powiązania:
https://bibliotekanauki.pl/articles/178609.pdf
Data publikacji:
2018
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
experimental studies
input-output method
identification of modal parameters
kinematic excitation
Opis:
In this work, the input-output method of dynamic parameters’ identification is experimentally tested. A method based on the transformation of a dynamic problem into a static problem by means of integration of the input and output signal was presented. The problem discussed in this article is the identification of the coefficients of stiffness matrices and eigenfrequencies of a discrete dynamic system subjected to kinematic input. The experimental analysis was carried out on a three-storey slab-and-column structure, which constitutes a physical model of a building. The vibrations of the model were excited kinematically by an earthquake simulator. The device has a computer-controlled, movable table top, which can move independently in three directions, that is, horizontally, vertically, and rotationally around the vertical axis. The aim of the experimental studies presented in this work was to determine the dynamic parameters of the model (stiffness, natural frequencies) using the input-output method in the time domain. Moreover, the results obtained with this method were compared with the results of experimental modal analysis (EMA) in order to verify their correctness. It was assumed that the movement of the base is horizontal and occurs in one direction. Two short-term, irregular kinematic excitations of the construction were considered, and the selected results and conclusions from experimental analyses were presented in this work.
Źródło:
Studia Geotechnica et Mechanica; 2018, 40, 4; 321-332
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Effect of the Cavity Damping on Vehicular Evaluation using the Finite Element Method
Autorzy:
Ferreira, T. S.
Magalhães, P. A.
Moura, F. L.
Powiązania:
https://bibliotekanauki.pl/articles/176986.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
finite element method
acoustic control
trimmed body
numerical experimental correlation
modal damping
Opis:
This work focuses on finding a numerical solution for vehicle acoustic studies and improving the usefulness of the numerical experimental parameters for the development stage of a new automotive project. Specifically, this research addresses the importance of modal cavity damping for vehicle exerts during numerical studies. It then seeks to suggest standardized parameter values of modal cavity damping in vehicular acoustic studies. The standardized value of modal cavity damping is of great importance for the study of vehicular acoustics in the automotive industry because it would allow the industry to begin studies of the acoustic performance of a new vehicle early in the conception phase with a reliable estimation that would be close to the final value measured in the design phase. It is common for the automotive industry to achieve good levels of numerical-experimental correlation in acoustic studies after the prototyping phase because this phase can be studied with feedback from the simulation and experimental modal parameters. Thus, this research suggests values for modal cavity damping, which are divided into two parts due to their behaviour: ξ(x) = −0.0126(x − 100) + 6.15 as a variable function to analyse up to 100 Hz and 6.15% of modal cavity damping constant for studies between 30 Hz and 100 Hz. The sequence of this study shows how we arrived at these values.
Źródło:
Archives of Acoustics; 2016, 41, 1; 87-97
0137-5075
Pojawia się w:
Archives of Acoustics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Metoda oceny jakości wklejenia żerdzi kotwiowych w górotworze jako skuteczny sposób kontroli stanu bezpieczeństwa pracy w wyrobiskach korytarzowych
Method for identification of grouting continuity of rock bolts as an efficient way to control safety conditions in mine roadways
Autorzy:
Staniek, A.
Powiązania:
https://bibliotekanauki.pl/articles/350335.pdf
Data publikacji:
2007
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
górotwór
żerdź kotwiowa
metoda
analiza modalna
rock mass
rock bolting
method
modal analysis
Opis:
Samodzielna obudowa kotwiowa lub obudowa podporowa wzmacniana kotwiami jest podstawowym elementem zapewniającym bezpieczeństwo pracy w wyrobiskach korytarzowych w podziemiach zakładów górniczych. Zasadniczy element obudowy kotwiowej - żerdź kotwiowa, która jest wklejona do górotworu - może nie być wklejona na całej swej długości. Może być to następstwem ruchu górotworu lub nieprawidłowego wklejenia żerdzi. Stwarza to poważne niebezpieczeństwo dla pracy załogi i może skutkować zawaleniem stropu. W artykule przedstawiono metodę identyfikacji nieciągłości wklejenia żerdzi kotwiowych w górotworze. Metoda realizowana jest z wykorzystaniem eksperymentalnej analizy modalnej, składa się zasadniczo z dwóch części: właściwej identyfikacji parametrów modalnych badanego układu mechanicznego żerdź - klej - górotwór dla różnych warunków brzegowych odpowiadających różnym przypadkom nieciągłości wklejenia i odniesienia otrzymanych wyników do utworzonej bazy danych - wyniki teoretycznej analizy modalnej - otrzymanych dla zwalidowanego modelu elementów skończonych badanego układu mechanicznego i uwzględniającego różne typy skał i różne przypadki nieciągłości wklejenia.
A rock bolt which is grouted underground may not be properly inserted with the result of discontinuity of resin layer. Such discontinuity may also occur in working conditions due to typical rock behavior and displacement. It may be very hazardous to mine safety. In this paper a method for non-destructive identification of discontinuity of a resin layer surrounding rock bolt is presented. The method used modal analysis procedures and is based on an impact excitation where a response transducer is positioned at a visible part of a rock bolt. As an installed rock bolt acts as an oscillator, different length of discontinuity of resin layer changes its modal parameters. By proper extraction of these parameters, from which a resonant frequency is seen as most valuable, the intended identification is possible. Also the results of research work concerning influence of explosions on installed rock bolts are presented. The investigated rock bolts were localized in a coal mine roadway near the region of explosions of dynamite charge. The test were performed before and after the explosions. The usage of the method was tested in copper mines as well.
Źródło:
Górnictwo i Geoinżynieria; 2007, 31, 3/1; 507-522
1732-6702
Pojawia się w:
Górnictwo i Geoinżynieria
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Problemy identyfikacji modeli modalnych stalowych ustrojów nośnych
Problems of steel construction modal models identification
Autorzy:
Rusiński, E.
Czmochowski, J.
Pietrusiak, D.
Powiązania:
https://bibliotekanauki.pl/articles/1366295.pdf
Data publikacji:
2012
Wydawca:
Polska Akademia Nauk. Polskie Naukowo-Techniczne Towarzystwo Eksploatacyjne PAN
Tematy:
analiza modalna
konstrukcje stalowe
metoda elementów skończonych
modal analysis
steel construction
finite element method
Opis:
Complex identification of steel construction modal models requires simultaneous numerical and experimental analysis of the object. Such an approach allows to obtain more accurate results while the methods complement each other. Results presented, concern stacker feeding bridge which operates in open pit mine. Operational modal analysis was made. Application of this method enables to assess influence of working condition on the modal characteristic. Experimental results were validated with use of numerical method.
Kompleksowa identyfikacja modeli modalnych stalowych ustrojów nośnych, wymaga ujęcia zarówno eksperymentalnego jak i numerycznego. Obie metody stanowią wzajemne uzupełnienie i umożliwiają dokładniejszą identyfikację. Przedstawione wyniki badań dotyczą mostu podającego zwałowarki działającej w kopalni węgla brunatnego. Przeprowadzono eksploatacyjną analizę modalną. Zastosowanie tej właśnie metody badawczej, uwzględnia wpływ warunków działania i obciążenia obiektu. Wyniki uzyskane w ten sposób zestawiono z eksperymentem numerycznym.
Źródło:
Eksploatacja i Niezawodność; 2012, 14, 1; 54-61
1507-2711
Pojawia się w:
Eksploatacja i Niezawodność
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Identification of technical condition of the overhead power line supporting structure
Identyfikacja stanu technicznego konstrukcji wsporczej napowietrznej linii elektroenergetycznej
Autorzy:
Szopa, Krystian
Iwaniec, Marek
Iwaniec, Joanna
Powiązania:
https://bibliotekanauki.pl/articles/1365278.pdf
Data publikacji:
2019
Wydawca:
Polska Akademia Nauk. Polskie Naukowo-Techniczne Towarzystwo Eksploatacyjne PAN
Tematy:
modal analysis
technical diagnostics
finite element method
analiza modalna
diagnostyka techniczna
metoda elementów skończonych
Opis:
Technical diagnostics of the overhead power line supporting structures is very important from the point of view of reliability and the national energy security. The paper presents a method of identification of technical condition of power line supporting structures. The technique is based on testing the correlation between the change of stress in the system and the change of modal parameters caused by damage. Presented approach is comprehensive and accounts for a number of problems related to the diagnostics of large-size objects of complex geometry. The basic advantage of the developed identification algorithm of the overhead power line supporting structures technical condition is low sensitivity to measurement errors, which is very important in the context of exploitational diagnostics.
Diagnostyka techniczna konstrukcji wsporczych napowietrznych linii elektroenergetycznych jest zagadnieniem niezwykle istotnym z punktu widzenia niezawodności i bezpieczeństwa energetycznego kraju. W artykule przedstawiono metodę identyfikacji stanu technicznego kratownicowych konstrukcji wsporczych. Technika jest oparta na badaniu korelacji pomiędzy zmianą stanu naprężenia w układzie, a zmianą parametrów modalnych, spowodowanych uszkodzeniem. Zaprezentowane podejście jest kompleksowe i uwzględnia szereg problemów związanych z diagnostyką obiektów wielkogabarytowych o złożonej geometrii. Podstawową zaletą opracowanego algorytmu identyfikacji stanu technicznego konstrukcji wsporczych jest niska wrażliwość na błędy pomiarowe, co jest niezwykle istotne w kontekście diagnostyki eksploatacyjnej.
Źródło:
Eksploatacja i Niezawodność; 2019, 21, 1; 115-124
1507-2711
Pojawia się w:
Eksploatacja i Niezawodność
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 35

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