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1

Badania tłumienia fal mechanicznych w innowacyjnych betonowych elementach murowych

Adamczyk Izabela, Major Maciej, Kalinowski Jarosław

Materiały Budowlane

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2024

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nr 8

37--42

PL

W artykule przedstawiono nowego typu betonowe murowe elementy ścienne APS (ażurowy pustak ścienny) i WAPS (wypełniony ażurowy pustak ścienny) o szkielecie wykonanym z betonu modyfikowanego materiałami recyklingowymi. Podano dane techniczne opracowanego elementu ściennego i skład betonu modyfikowanego mieszanką dodatków recyklingowych SBR (styrene butadiene rubber) i PET (politereftalan etylenu) oraz skład kompozytowej mieszanki tłumiącej powstałej na bazie tych dwóch materiałów. W celu wykazania efektywności opracowanego rozwiązania w redukcji drgań mechanicznych dokonano oceny wpływu oddziaływania różnych częstotliwości fali mechanicznej na opracowane betonowe murowe elementy ścienne APS i WAPS. Wyniki badań przedstawiono graficznie i wykazano, że wypełnienie otworów nowego typu betonowego murowego elementu ściennego recyklingową mieszanką kompozytową poprawia jego efektywność w ograniczeniu propagacji fal mechanicznych w analizowanym zakresie od 8 do 5000 Hz, pozwalając jednocześnie skutecznie zagospodarowywać materiały pochodzące z recyklingu.

EN

The article presents a new type of APS (openwork masonry unit) and WAPS (filled openwork masonry unit) concrete masonry units with a frame made of concrete modified with recycled materials. The technical data of the developed masonry unit and the composition of concrete modified with a mixture of SBR (styrene butadiene rubber) and PET (polyethylene terephthalate) recycling additives, as well as the composition of the composite damping mixture based on these two materials, are given. In order to demonstrate the effectiveness of the developed solution in reducing mechanical vibrations, the influence of the impact of different mechanical wave frequencies on the developed APS and WAPS concrete masonry units was assessed. The test results were presented graphically and showed that filling the holes of a new type of concrete masonry unit with a recycled composite mixture improves its effectiveness in limiting the propagation of mechanical waves in the analyzed range from 8 to 5000 Hz, simultaneously allowing the effective management of recycled materials.

2

Shear modulus and damping ratio of recycled concrete aggregate from cyclic torsional shear test

Gabryś Katarzyna

Roads and Bridges - Drogi i Mosty

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2023

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Vol. 22, no. 4

387--398

EN

This study examines the small-strain dynamic properties of three mixtures of recycled concrete aggregate (RCA) using laboratory investigations typical of natural soils, namely cyclic torsional shear (CTS) tests. In order to construct two samples, crushed concrete curbs originating from a demolition site in Warsaw was employed. To create the third sample, crushed concrete from demolished buildings also Warsaw was used, mainly from concrete wall and floor elements. A series of CTS tests were performed to investigate the impact of various parameters, including confining pressure, excitation frequency, and number of vibration cycles on the G−modulus, Gmax−modulus, shear modulus degradation curve G(γ)/Gmax, D−ratio, Dmin−ratio, variation in damping curve D(γ)/Dmin. The resulting stiffness and damping characteristics of the analysed concrete aggregate were compared with those of natural gravel and sand aggregate – natural aggregate (NA). The results collected from the CTS tests indicate that the performance of most RCA is comparable to that of NA and can be used as an unbound granular material (UGM).

PL

W niniejszym badaniu zbadano właściwości dynamiczne przy małych odkształceniach trzech mieszanek kruszywa betonowego z recyklingu (RCA) przy użyciu badań laboratoryjnych typowych dla gruntów naturalnych, a mianowicie badania cyklicznego ścinania skrętnego (CTS). Do wykonania dwóch próbek wykorzystano pokruszone krawężniki betonowe pochodzące z rozbiórki w Warszawie. Do stworzenia trzeciej próbki wykorzystano pokruszony beton z rozebranych budynków, także z Warszawy, głównie z betonowych elementów ścian i podłóg. Przeprowadzono serię testów CTS w celu zbadania wpływu różnych parametrów, w tym ciśnienia ograniczającego, częstotliwości wzbudzenia i liczby cykli wibracji na moduł G, moduł Gmax, krzywą degradacji modułu ścinania G(γ)/Gmax, współczynnik D, współczynnik Dmin, zmianę krzywej tłumienia D(γ)/Dmin. Uzyskane charakterystyki sztywności i tłumienia analizowanego kruszywa betonowego porównano z charakterystykami naturalnego kruszywa żwirowo-piaskowego – kruszywa naturalnego NA). Wyniki zebrane z badań CTS wskazują, że wydajność większości destruktu betonowego jest porównywalna z kruszywem naturalnym i może być stosowana jako niezwiązany materiał ziarnisty (UGM).

3

Analysis of synchronized asynchronous generator for a wind electric installation

Mammadov Nijat, Rzayeva Sona, Ganiyeva Nigar

Przegląd Elektrotechniczny

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2023

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R. 99, nr 5

37--40

EN

Objective. Analysis of the effectiveness of the use of SAG, excited according to a fundamentally new scheme, in a wind electric installation. This article analysis the application of the efficiency of a synchronized asynchronous generator in a wind electric installation. This is natural in vibration damping, which causes gusts of wind and changes in wind speed, as well as an increase in the efficiency of the device at low wind speeds. The article shows a schematic diagram of a synchronized asynchronous generator of a wind electric installation. Some properties of the synchronized asynchronous generator that drives the circuit are also explored. The article presents the advantages of using a synchronized asynchronous generator for wind turbines. The results of calculated characteristics for the given system of values are given. The possibility of operation at cosφ =1 is considered.

PL

Cel. Analiza efektywności wykorzystania SAG, wzbudzonego według zasadniczo nowego schematu, w wiatrowej instalacji elektrycznej. W artykule dokonano analizy zastosowania sprawności zsynchronizowanego generatora asynchronicznego w elektrowni wiatrowej. Jest to naturalne przy tłumieniu drgań, które powoduje podmuchy wiatru i zmiany prędkości wiatru oraz wzrost wydajności urządzenia przy małych prędkościach wiatru. W artykule przedstawiono schemat ideowy zsynchronizowanego generatora asynchronicznego wiatrowej instalacji elektrycznej. Badane są również niektóre właściwości zsynchronizowanego generatora asynchronicznego, który napędza obwód. W artykule przedstawiono zalety zastosowania zsynchronizowanego generatora asynchronicznego do turbin wiatrowych. Podano wyniki obliczonych charakterystyk dla zadanego systemu wartości. Rozważana jest możliwość pracy przy cosφ =1.

4

Analysis of dynamic characteristics of a sealed ends squeeze film damper considering the fluid inertia force

Zhou Hai Lun, Cang Yang Guang, Zhang Yu Qi, Guo Chao

Journal of Theoretical and Applied Mechanics

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2023

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Vol. 61 nr 3

441--452

EN

In order to effectively calculate dynamic characteristics of a sealed ends squeeze film damper (SFD) under the influence of the inertial force, a computational fluid dynamics model of the sealed ends SFD is established. The fluid inertia coefficient of SFD is investigated by using an energy approximation method. Both the theoretical calculation and numerical simulation are conducted to analyze the effects of eccentricity ratio and whirling frequency on stiffness and damping. In this research, the oil film inertia force of the sealed ends SFD is solved by using long bearing approximation (LBA) theory, which provides guidance for the design and application of the sealed ends SFD.

5

Some recent developments in inerter-based devices for vibration mitigation

Wagg David J.

Bulletin of the Polish Academy of Sciences. Technical Sciences

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2023

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Vol. 71, nr 3

art. no. e144617

EN

Reducing the effect of unwanted vibrations is an important topic in many engineering applications. In this paper we describe some recent developments in the area of passive vibration mitigation. This is based on a new device called the inerter which can be exploited in a range of different contexts. In this paper we consider two recent examples; (i) where a flywheel inerter is combined with a hysteretic damper, and (ii) in which a pivoted bar inerter is developed for a machining application. In both cases, experimental test results show that the devices can outperform existing methods.

6

Influence of material distribution and damping on the dynamic stability of Bernoulli-Euler beams

Garus Sebastian, Garus Justyna, Sochacki Wojciech, Nabiałek Marcin, Petru Jana, Borek Wojciech, Šofer Michal, Kwiatoń Paweł

Bulletin of the Polish Academy of Sciences. Technical Sciences

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2023

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Vol. 71, nr 4

art. no. e145567

EN

The study analyzed the influence of materials and different types of damping on the dynamic stability of the Bernoulli-Euler beam. Using the mode summation method and applying an orthogonal condition of eigenfunctions and describing the analyzed system with the Mathieu equation, the problem of dynamic stability was solved. By examining the influence of internal and external damping and damping in the beam supports, their influence on the regions of stability and instability of the solution to the Mathieu equation was determined.

7

Analysis of Flow-Induced Vibrations in a Heat Exchanger Tube Bundle Subjected to Variable Tube Flow Velocity

Hafeez Akmal, Khushnood Shahab, Nizam Luqman Ahmad, Usman Muhammad, Rashid Muhammad Mohsin, Khan Hassan Farid, Ayub Muhammad, Qadir Adeel

Advances in Science and Technology. Research Journal

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2023

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Vol. 17, no 2

279--288

EN

Tube bundles of shell and tube-type heat exchangers often fail because of vibrations produced in tubes due to flow. The turbulence in the flow is the primary cause of vibrations in the tubes. In this study, a tube positioned in the third row of the tube bundle was considered to determine the vibrational response of the heat exchanger tubes. The tube bundle was parallelly arranged in a triangular (60°) configuration having a pitch to diameter (P/D) ratio of 1.44. The internal tube flow velocity ranges from 0 to 0.371 m/s and the shell side velocity ranges from 0.5 m/s to 2 m/s. The experimentation shows that the amplitude of vibration without flow inside the tube is less as compared to the amplitude with the flow. Furthermore, as the velocity of internal tube flow escalates; the amplitude of tube vibrations tends to escalate as well even when the shell side flow velocity is kept constant. The data points from experiments tend to reside in the unstable region of the stability map and particularly on the map’s left side, although the tube shows stable vibration behaviour as confirmed by the experimental results. Thus, further, development can be done by modifying the theoretical models to predict the realistic stability behaviour of tubes with internal tube flow.

8

Studying the dynamic system “tire-suspension-body” by the resonance method

Gogiashvili Phridon, Kbilashvili David, Chogovadze Jumber, Lekveishvili Gocha, Sirbiladze Besik

Transport Problems

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2022

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T. 17, z. 1

63--72

EN

By comparing the results of a pilot study of the damping coefficient of a pneumatic tire carried out on a test bench, this study justifies the possibility of using the less time-consuming experimental resonance curve method instead of the dynamic loop method. A mathematical model of the vertical oscillations of a vehicle’s dynamic system “pneumatic wheel-suspension-sprung weight”was created on the test-bench, and an image of the amplitude-frequency characteristic of the sprung weight oscillation was obtained. The approaches and results of the pilot and analytical studies presented in the article aid the selection of the tire with the best damping properties. The use of the experimental resonance curve method to determine the damping characteristic of a vehicle’s tire is limited in the external frequency range of the resonant frequencies. In this case, we have to use the dynamic loop method.

9

Vibration analysis of a turning tool with passive damping

Klamczyński Kamil

Mechanik

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2022

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R. 95, nr 10

40--46

EN

Mechanical vibrations generated during machining can cause many problems in production processes. Vibrations can cause high dynamic loads leading to damage of the machine spindle, the cutting tool or the workpiece. Another unwanted effect of the existence of vibration during the machining process can be a deterioration in the quality of the machined surface. In this paper, a comparative analysis was carried out based on studies of the face turning process with conventional knives and those equipped with passive vibration damping systems. The results show the influence of the implemented vibration damper on the cutting process.

PL

Drgania mechaniczne pojawiające się podczas obróbki skrawaniem mogą być przyczyną występowania wielu problemów w procesach produkcyjnych. Drgania mogą powodować duże obciążenia dynamiczne prowadzące do uszkodzenia wrzeciona obrabiarki, narzędzia skrawającego lub przedmiotu obrabianego. Innym niepożądanym efektem występowania drgań w czasie procesu obróbki mechanicznej może być pogorszenie jakości obrabianej powierzchni. W niniejszej pracy przeprowadzono analizę porównawczą na podstawie badań procesu toczenia czołowego powierzchni nożami konwencjonalnymi i wyposażonymi w pasywne systemy tłumienia drgań. Wyniki badań przedstawiają wpływ zastosowanego tłumika drgań na przebieg procesu skrawania.

10

Insight into Damping Sources in Turbines

Moneta Grzegorz

Fatigue of Aircraft Structures

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2022

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Iss. 14

69--82

EN

Blade vibrations in aircraft engines are a significant challenge that must be overcome during the design and development of modern turbine engines. Vibrations lead to cyclic displacements and result in alternating stress and strain in undesired environments (high temperatures, erosion, corrosion of the surface, etc.). Under resonance conditions, stress amplitudes can increase and exceed their safety limits, and in extreme cases, can lead to engine failure. One method to reduce resonance vibrations is to increase damping in the turbine assembly. This paper presents and describes vibration damping sources in the turbine, including aerodynamic, material, and friction damping. Additionally, typical damping values for each damping component are presented and compared.

11

Seismic codes based equivalent nonlinear and stochastic soil structure interaction analysis

Guellil Mohamed Elhebib, Harichane Zamila, Çelebi Erkan

Studia Geotechnica et Mechanica

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2021

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Vol. 43, nr 1

1--14

EN

The aim of this study is to consider the effects of the variation of shear modulus ratio (G/G0) and damping ratio (ξ) of soil, obtained by a linear iterative method based on the design spectra of seismic codes, the soil environment in terms of uncertainties in shear modulus using Monte Carlo simulations and the foundation damping (ξf) of flexible base for analyses of the Soil-Structure Interaction (SSI) problems. A squat structure with circular shallow foundation resting on a soil layer over a homogeneous half-space is studied by using cone model and considering seismic zone effect on structural response. Firstly, after showing the effects of the correction of G and ξ on impedance functions and the responses of soil-foundation-structure system, a study is carried out to compare these effects to those of the modelling of uncertainties in shear modulus as random variations. Secondly, a comparative analysis on design response spectra and base shear forces was carried out for four seismic codes (Algerian Seismic Rules RPA99- 2003, Eurocode 8-2004, International Building Code IBC-2015 and Indian Code IS-1893-2002) considering the three cases of SSI: SSI effects (initial G and ξ), nonlinear SSI (corrected G and ξ) and stochastic SSI (random G with COV = 20%) compared to the fixed base case. Results show that the correction of G and ξ, according to the equivalent nonlinear method in all the cases, leads to a remarkable decrease in peak responses but show a huge amount of reduction in the second study for IBC-2015 and IS-1893-2002 codes compared to the other codes.

12

Optimal power system stabilizer design using craziness particle swarm optimization in Sulselrabar system

Djalal Muhammad Ruswandi, Saini Makmur, Yunus A. M. Shiddiq, Kitta Ikhlas

Przegląd Elektrotechniczny

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2021

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R. 97, nr 10

76--81

EN

Power System Stabilizer (PSS) is a supplementary control that provides additional control actions on the excitation side of the generator. In this study a Craziness Particle Swarm Optimization (CRPSO) based tuning method is proposed to optimize the PSS parameters. CRPSO is a development of the conventional PSO method, where in conventional PSO there is a tendency to achieve premature convergence. This condition causes the solution obtained to be the optimum local. With optimal PSS parameters, the optimal PSS performance is obtained. The combination of PSS and excitation is used to reduce the oscillation that occurs in the system. In this research a case study of load addition and load shedding is used. From the simulation results, it is found that system performance is more optimal using CRPSO than using conventional PSO. System performance is shown by the response of the generator speed and rotor angle which results in a small overshoot and a faster settling time when there is an increase in load and also load shedding. Increased system performance is also viewed from the negative system eigenvalue, negative eigenvalue indicates the system is stable.

PL

Stabilizator systemu zasilania (PSS) jest dodatkowym sterowaniem, które zapewnia dodatkowe działania sterujące po stronie wzbudzenia generatora. W tym badaniu zaproponowano metodę strojenia opartą na Craziness Particle Swarm Optimization (CRPSO) w celu optymalizacji parametrów PSS. CRPSO jest rozwinięciem tradycyjnej metody PSO, gdzie w konwencjonalnym PSO istnieje tendencja do osiągnięcia przedwczesnej konwergencji. Stan ten powoduje, że otrzymane rozwiązanie jest optymalne miejscowo. Przy optymalnych parametrach PSS uzyskuje się optymalną wydajność PSS. Połączenie PSS i wzbudzenia służy do zmniejszenia oscylacji występujących w systemie. W tym badaniu wykorzystano studium przypadku dodawania i odciążania. Z symulacji wynika, że wydajność systemu jest bardziej optymalna przy użyciu CRPSO niż przy użyciu konwencjonalnego PSO. Wydajność systemu jest pokazana przez reakcję prędkości generatora i kąta wirnika, co skutkuje niewielkim przeregulowaniem i szybszym czasem ustalania, gdy występuje wzrost obciążenia, a także zmniejszenie obciążenia. Zwiększona wydajność systemu jest również postrzegana z ujemnej wartości własnej systemu, ujemna wartość własna wskazuje, że system jest stabilny.

13

Assessment of the Shelf Life of Composite Solid Propellants in Air and Nitrogen Atmospheres through Thermal Ageing

Keshavarz Mohammad Hossein, Hosseini Seyyed Hesamodin, Mehran Karimi

Central European Journal of Energetic Materials

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2021

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Vol. 18, no. 1

25--45

EN

This work introduces dynamic mechanical thermal analysis (DMTA) as an efficient method for the assessment of the shelf life of solid composite solid propellants in air and nitrogen atmospheres. The samples were aged at three temperatures 323.15, 333.15, and 343.15 K for 60, 120, and 180 days. The two different methods of Arrhenius and Berthelot were used to compare the effects of air and nitrogen atmospheres on the ageing of composite solid propellants. Damping (Tan δ) of composite solid propellants was used to determine the shelf life of the samples based on the loss of half of the physical property Tan δ (50% drop in damping). For the air atmosphere, the calculated activation energy for the degradation reactions of the samples was 86.26 kJ·mol–1. Both models, Arrhenius and Berthelot, confirmed that the shelf lives of the samples under the nitrogen atmosphere are more than four times those in an air atmosphere.

14

Effect of multi-walled carbon nanotubes on the damping property of cement mortar and mechanism analysis

Li Yue, Li Hongwen, Jin Caiyun

Archives of Civil and Mechanical Engineering

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2021

|

Vol. 21, no. 3

289--302

EN

The effect of the type and content of multi-wall carbon nanotubes (MWCNTs) on the damping performance of cement mortar is studied in this paper. The pristine MWCNTs (P-CNT) and the functionalized MWCNTs (F-CNT) grafted with COOH were used in the experiment. The content of MWCNTs was 0.05wt% and 0.1wt% of cement. The flexural/compressive strength and loss factor of CNT-mortar composites were measured. The experimental results show that MWCNTs can significantly enhance the flexural strength and loss factor, and the values increased with the increase of CNTs content. The effect F-CNT was better than P-CNT when the MWCNTs content was the same due to the presence of COOH. The mechanism of MWCNTs reinforced mortar damping performance was analyzed by a variety of micro test techniques. The test results of X-ray diffraction, X-ray photoelectron spectroscopy, Fourier transform infrared spectroscopy and thermogravimetry showed that MWCNTs did not change the compositions of mortar, but improved the polymerization degree of gel and the degree of hydration of cement. The results of mercury intrusion porosimetry, N2 adsorption and backscattered scanning electron microscopy showed that MWCNTs effectively reduced the porosity and interfacial transition zone thickness of mortar. Transmission electron microscope results showed that the energy dissipation capacity of mortar is increased due to the bridging effect of MWCNTs.

15

Experimental evaluation of the effects of structural changes on the vibration properties of ck35 steel

Yazani Navid Moshtaghi

Acta Mechanica et Automatica

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2021

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Vol. 15, no. 2

53--57

EN

The microstructure of some components which operate in high-temperature conditions (e.g. boiler components, turbine blades used in gas power plants, jet engines and reactors) is subjected to changes in long run, which leads to a degradation in the mechanical properties of these components and consequently, reduces their lifecycle. Therefore, it is so useful to detect the changes in the microstructure of these parts during their operation, employing an easy, fast and non-destructive method to determine their remaining life. In this study, we evaluate the effects of the microstructural changes on natural frequencies and the damping coefficient of CK35 steel, employing the experimental modal test. We aim to use the method for power plant components, if it has significant effects. To do so, we applied spheroidization heat treatment on CK35 steel samples having a primary structure of ferrite-pearlite for 24 and 48 hours. Then, we carried out the experimental modal test on samples having different metallurgical structures, but with the same dimensions and weights. According to the findings, the spherical ferrite-carbide particles in the ferrite structure increase the natural frequencies and damping coefficient. These tests show that the structural changes in this type of steel result in slight changes in the values of natural frequencies; however, it significantly changes the damping frequencies.

16

Limit states of steel supporting structure for bridge cranes

Mantič Martin, Kuľka Jozef, Kopas Melichar, Faltinová Eva, Hrabovský Leopold

Zeszyty Naukowe. Transport / Politechnika Śląska

|

2020

|

z. 108

141--158

EN

This paper describes a question of evaluation necessity of bridge cranes using the method of limit deformation state and oscillation damping. The solution was performed by means of theoretical analysis and an experimental verification at the selected bridge crane. The final result sounds that in the case of a correct strength computing of given bridge crane, it is not necessary to also check deformation and damping of oscillation as well.

17

Analysis of glass gatherer robot's vibration damping using the original and modified design of the friction damper

Stembalski Marek, Roszkowski Andrzej, Skoczynski Waclaw, Turek Pawel, Fenc Rafal

Journal of Machine Engineering

|

2020

|

Vol. 20, No. 4

139--151

EN

This paper presents the results of tests carried out on the glass robot’s lance equipped with a prototype friction damper. Two ways of mounting the damper (the original design and the modified design) are described. A series of experimental tests were carried out for each of the ways of mounting to determine the lance operating conditions at which the damper worked most efficiently. Resonance curves were determined for each of the designs and it was found that the modified structure reduced vibrations to a greater degree, which clearly indicates that the modified solution ensures a higher vibration damping efficiency.

18

Non-linear modelling of elastic hysteretic damping in the time domain

Spitas C., Dwaikat M. M. S., Spitas V.

Archives of Mechanics

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2020

|

Vol. 72, nr 4

323--353

EN

Elastic hysteretic damping is defined as the dissipation of energy at a rate that is weakly dependent on frequency of vibration. In this article, we propose that the elastic hysteretic damping can be achieved by a simple modification to the viscous damping model. The proposed modification is based on computing an instantaneous correction factor that recursively depends on the state variables of the system. This correction factor is related to the rate by which the velocity changes with respect to the displacement. The new model compares quite favourably with the other existing solutions in the time-domain and differences between the solutions become evident for higher damping ratios. It is found that the new model predicts consistently the weak variation in the loss factor as a function of frequency. In addition to its simple mathematical formulation, the proposed model is superior to the existing solutions in that it does not require knowledge of the past history of motion neither the knowledge of the excitation frequency and is extensible to any type of loading. Various aspects pertaining to the linearity of the proposed approach are finally discussed.

19

Reduction of mechanical wave propagation in a wall made of concrete blocks with rubber filling - a numerical analysis

Major Maciej

Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo

|

2019

|

Z. 25 (175)

162-167

EN

The paper presents a numerical analysis of the propagation of a disturbance in the form of a mechanical wave caused by a concentrated force applied perpendicular to the plane of the wall fragment analyzed in the work. Numerical tests were carried out on a numerical model of concrete blocks with rubber filling and on hollow concrete blocks, as a reference model. The impact of using concrete-rubber hollow bricks on effective stress values obtained in two time steps was assessed. Stress distributions are presented graphically in two perpendicular cross-sections of the wall (vertical and transverse) at the location of the application of the declared concentrated load. The results obtained are summarized in the table. The rubber used as the filling was modeled as Zahorski's hyperelastic material. A numerical analysis was performed in the ADINA program.

PL

Przedstawiono analizę numeryczną propagacji zaburzenia w postaci fali mechanicznej wywołanej oddziaływaniem, które stanowiła wymuszająca siła skupiona, przyłożona prostopadle do płaszczyzny analizowanego w pracy fragmentu muru. Badania numeryczne przeprowadzono, wykonując model numeryczny z pustaków betonowych z wypełnieniem gumowym oraz z samych pustaków betonowych, z których mur stanowił model referencyjny. Oceniono wpływ zastosowania pustaków betonowo-gumowych na wartości naprężeń efektywnych uzyskanych w dwóch krokach czasowych. Rozkłady naprężeń przedstawiono graficznie w dwóch prostopadłych względem siebie przekrojach muru (pionowym i poprzecznym) w miejscu przyłożenia deklarowanego oddziaływania skupionego. Uzyskane wyniki zestawiono w tabeli. Gumę użytą jako wypełnienie zamodelowano jako hipersprężysty materiał Zahorskiego. Analizę numeryczną wykonano w programie ADINA.

20

The opinion of impact of energy dissipation in a vehicle suspension on mechanical energy transfer

Warczek Jan

Vibrations in Physical Systems

|

2019

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Vol. 30, nr 2

art. no. 2019218

EN

Effective shock absorption of the body in the presence of excitations of a random nature results in the necessity of using vibration dampers. The classic solution is the viscous damper, which works by dissipating mechanical energy in the form of heat generated to the external environment. The characteristics of the flexible components in car suspensions (elastic and damping) affect the transfer of mechanical energy. The purpose of the research was to develop a method for assessing the impact of damping in a suspension system on the transfer of mechanical energy from unsprung masses to the body. The assumed research goal was carried out on a vehicle model with two degrees of freedom, whose parameters corresponded to the real object. The developed method uses energy relationships occurring between selected variables of the vibrating motion of inertial elements of a motor vehicle. The results obtained during simulation tests were empirically verified on a real object. The proposed method allows to assess how the damping in the suspension system affects the energy relationships occurring in the vehicle suspension vibrating motion.