Autor: Krasoń, K. - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Wytwarzanie struktury nanokrystalicznej w warstwach wierzchnich stali po nawęglaniu próżniowym
Formation of a nanocrystalline structure in the surface layer of vacuum carburised steel
Autorzy:: Wasiak, K.
Wasiluk, K.
Skołek, E.
Świątnicki, W.
Szawłowski, J.
Sut, M.
Korecki, M.
Krasoń, M.
Bazel, M.
Powiązania:: https://bibliotekanauki.pl/articles/970829.pdf
Data publikacji:: 2013
Wydawca:: AXIS MEDIA
Tematy:: struktura nanokrystaliczna
wytwarzanie
warstwa wierzchnia stali
nawęglanie próżniowe
obróbka cieplna
metodyka badań
Opis:: W wyniku poddania stali niskowęglowych, procesowi nawęglania, hartowania i niskiego odpuszczania powstają znaczne naprężenia własne mogące doprowadzić nawet do pęknięcia materiału. W artykule przedstawiono badania mające na celu opracowanie takiej obróbki cieplnej, która zapewni uzyskanie pożądanych właściwości stali i zredukuje to niekorzystne zjawisko.
By subjecting a low carbon steel to carburisation, hardening, and low temperature tempering, a high level of residual stress is produced, which can result even in cracking of the material. The article discusses research aimed at developing a heat treatment method that would allow for achieving the desired steel properties while minimising the adverse effects.
Źródło:: Piece Przemysłowe & Kotły; 2013, 11-12; 16-21
2082-9833
Pojawia się w:: Piece Przemysłowe & Kotły
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Wykorzystanie płatów drzewostanów liściastych przez stenotopowe gatunki dzięciołów w lasach z dominacją sosny w południowo-wschodniej Polsce
Utilisation of deciduous patches by the stenotopic woodpeckers in the Scots pine dominated forests in south-eastern Poland
Autorzy:: Wojton, A.
Krasoń, K.
Powiązania:: https://bibliotekanauki.pl/articles/988975.pdf
Data publikacji:: 2017
Wydawca:: Polskie Towarzystwo Leśne
Tematy:: lesnictwo
lasy
fauna
ptaki
dziecioly
Picidae
dzieciol sredni
Leiopicus medius
dzieciol bialogrzbiety
Dendrocopos leucotos
dzieciol zielonosiwy
Picus canus
wystepowanie
drzewostany lisciaste
rozdrobnienie kompleksow lesnych
Plaskowyz Kolbuszowski
picidae
specialized species
deciduous forest
Opis:: Woodpeckers are a very good indicators of forest naturalness. The fact that many species of these birds are in decline in central and western Europe resulted from changes in forest management (e.g. favouring coniferous forest, removal of dead trees). The aim of this research was to evaluate the importance of patches of deciduous species for the occurrence of some specialized woodpeckers in the conditions of Scots pine dominated stands. The study focused on species associated with deciduous forest, i.e. middle spotted woodpecker Leiopicus medius (L.), white−backed woodpecker Dendrocopos leucotos (Bechstein) and grey−headed woodpecker Picus canus (Gmelin). Statistical analyses were performed for the woodpeckers, which occurred in more than 10 territories. The studies were performed in 2015−2017 in the southern part of the Sandomierz Basin in three study areas (52,6−59 km²). Two plots were dominated by black alder Alnus glutinosa and oak Quercus sp., while the third one was characterized by the highest share of black alder, followed by silver birch Betula pendula and oak. Deciduous trees at the age over 80 years accounted for less than 2% of the total area of each plot. The most abundant bird species in patches of deciduous forest was the middle spotted woodpecker (25 territories), while the rarest was white−backed woodpecker (1 territory). Grey−headed woodpecker appeared in 12 territories. The density of woodpeckers in deciduous forest areas ranged from 0.45 territories/100 ha for grey−headed woodpecker to 1.54 territories/100 ha for the middle spotted woodpecker. In the alder patches we found all territories of grey−headed woodpecker, 24% territories of the middle spotted woodpecker and single territories of white−backed woodpecker. The patches dominated by oak accounted for about 76% of territories of middle spotted woodpecker. The average area of the patches with presence of middle spotted woodpecker and grey woodpecker was significantly higher than the patches where woodpeckers were absent. The middle spotted woodpecker occurred in the forest patches with the highest average age. Redundancy Analysis (RDA) demonstrated that the occurrence of middle spotted woodpecker was most strongly associated with the area of the patches over 10 ha, while the grey−headed woodpecker preferred mature forest stands of alder. These species abundance was negatively correlated with a patch area less than 10 ha.
Źródło:: Sylwan; 2017, 161, 11; 940-948
0039-7660
Pojawia się w:: Sylwan
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Wielowariantowa analiza numeryczna podwozia specjalnej platformy kolejowej
Multiset numerical analysis of a special railway platform frame-carriage
Autorzy:: Chłus, K.
Krasoń, W.
Powiązania:: https://bibliotekanauki.pl/articles/209578.pdf
Data publikacji:: 2012
Wydawca:: Wojskowa Akademia Techniczna im. Jarosława Dąbrowskiego
Tematy:: wagon kolejowy ACTS
modele MES ramy-ostoi z platformami obrotowymi
ACTS railway wagon
FE models of the frame-carriage with rotatable platforms
numerical analysis
experimental measurements of the frame-carriage structure
Opis:: Celem pracy jest opracowanie metodyki badań oraz modeli numerycznych MES ramy ostoi i obrotowych platform ładunkowych wagonu do analizy sztywności konstrukcji z odwzorowaniem różnych zamocowań na wózkach jezdnych, wykonanie badań numerycznych oraz porównanie wyników obliczeń z wynikami eksperymentalnymi pomiaru strzałki ugięcia rzeczywistej platformy wagonu kolejowego. Badany wagon przeznaczony jest do transportu pojemników wymiennych w systemie ACTS [1] (Abroll Container Transport System, czyli odsuwany, kontenerowy system transportowy). Istotą takiego przeładunku jest umieszczenie pojemnika na specjalnej platformie obrotowej umożliwiającej poziome przesunięcie ładunku na ciężarówkę. Analizę wytrzymałościową konstrukcji ramy takiego wagonu wykonano metodą elementów skończonych MES [3, 4]. Model 3D badanej platformy zbudowano z powłokowych i belkowych elementów skończonych. Dyskretny model MES wykonano za pomocą preprocesora MSC Patran [5], a do obliczeń użyto programu MSC Nastran [6]. Rozważano trzy warianty modeli MES ramy wagonu, które różnią się sposobem odwzorowania konstrukcji rzeczywistej oraz jej zamocowania na wózkach jezdnych za pomocą czopa skrętnego. W pracy wykazano wpływ sposobu modelowania, poziomu dokładności odzwierciedlenia w modelach MES szczegółów konstrukcyjnych węzła zamocowania na poprawność odwzorowania sztywności badanej konstrukcji wagonu z platformami obrotowymi. Ugięcia układu konstrukcyjnego rama-platformy obrotowe wagonu w zakresie maksymalnych dopuszczalnych obciążeń eksploatacyjnych zweryfikowano za pomocą wyników eksperymentalnych pomiaru strzałki ugięcia rzeczywistej platformy wagonu kolejowego.
The paper presents the selected elements of the research methodology of the frame-carriage loading platforms system for specific transports. There was discussed the structure of numerical FE models of the system and selected results of static analysis. The examined railway wagon was designed to transport interchangeable containers in ACTS (Abroll Container Transport System). The essential matter of such reloading is placing the container on a special rotating platform which enables horizontal reloading of the load onto the truck. In order to perform strength numerical analyses with a finite element method (FEM), a 3D shell-beam model of the wagon was prepared. The discreet FEM model was developed with the aid of MSC Patran preprocesor and MSC Nastran program was applied for numerical analysis. The models were verified with the use of results of an experimental measurement of the decline of the real rail carriage platform. The obtained value of the frame deflection from the numerical simulation of the static test corresponds to an experimental value. On the basis of the presented here numerical results, it can be concluded that the developed model is correct and can be used to further strength research.
Źródło:: Biuletyn Wojskowej Akademii Technicznej; 2012, 61, 3; 61-81
1234-5865
Pojawia się w:: Biuletyn Wojskowej Akademii Technicznej
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: System specjalny do transportu pojazdów ciężkich
Special system for transporting heavy vehicles
Autorzy:: Barnat, W.
Krasoń, W.
Orłowski, K.
Powiązania:: https://bibliotekanauki.pl/articles/347711.pdf
Data publikacji:: 2014
Wydawca:: Akademia Wojsk Lądowych imienia generała Tadeusza Kościuszki
Tematy:: wagon z obrotową platformą ładunkową
transport intermodalny
systemy transportowe
railcar with rotatable loading floor
intermodal transport
transport systems
Opis:: W europejskim transporcie kolejowym stosowano w ostatnich latach systemy bazujące na przeładunku pionowym lub poziomym. Załadunek i rozładunek w systemach pionowych i poziomych wymaga zastosowania specjalnych terminali z wyposażeniem dodatkowym. Pojazdy wjeżdżają z rampy kolejowej poprzez ostatni wagon używając napędu własnego (system poziomy). W pracy przedstawiono specjalny wagon kolejowy z płaską i nisko umieszczoną obrotową platformą. Konstrukcja ta może być używana do transportu różnego typu pojazdów, takich jak ciągniki, ciężarówki, przyczepy, naczepy i kontenery. Wagon umożliwia szybki i wygodny załadunek i rozładunek pojazdów (bez urządzeń dźwigowych), samozaładunek i rozładunek bez terminali i specjalnego zabezpieczenia logistycznego, wymagany jest tylko utwardzony peron bez dodatkowej infrastruktury; każdy wagon może być załadowany-rozładowany oddzielnie.
In recent years combined systems based on vertical or horizontal handling have been implemented into European intermodal railway transport. In vertical and horizontal systems, loading and unloading require special terminals with additional equipment. Vehicles, using their own engines, are driven on and off platforms over a ramp at the last carriage (horizontal system). A special rail car with a rotatable, low and flat loading floor was presented in the paper. Such a structure can be used for transporting various types of vehicles, like tractors, trucks, trailers, semitrailers and cargo containers. The rail car allows for quick and convenient loading and unloading of vehicles and containers (no cranes needed), self-loading and unloading. No plat-form infrastructure is required, only hardened, flat surface. There is no need for hubs, terminals or special logistics. Each rail car can be operated separately.
Źródło:: Zeszyty Naukowe / Wyższa Szkoła Oficerska Wojsk Lądowych im. gen. T. Kościuszki; 2014, 1; 123-139
1731-8157
Pojawia się w:: Zeszyty Naukowe / Wyższa Szkoła Oficerska Wojsk Lądowych im. gen. T. Kościuszki
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: Selected aspects of simulation of multi - module mechanisms with the use of multibody method
Autorzy:: Krasoń, W.
Kozłowski, R.
Derewońko, A.
Golczak, K.
Powiązania:: https://bibliotekanauki.pl/articles/247966.pdf
Data publikacji:: 2012
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: bridges
simulation of multi-component mechanism
rigid models
multibody numerical analysis
Opis:: The paper presents numerical analysis of a single segment of a floating bridge built in the form of a metal cassette with a movable bottom. An internal elastic container - a pontoon filled with the air was fixed in the cassette [4]. It enables a fluent change of displacement of a single segment and of a floating ribbon assembled from segments. A multibody analysis of cooperation of the cassette in the process of filling the pontoon and opening the cassette was discussed. Numerical analysis of a single cassette presented in the paper constitutes a part of tests including stand tests. The single floating cassette has a typical shelled construction consists of a tight deck, a pneumatic chamber closed with a reinforced movable bottom and sets of fastenings together with a mechanism of bottom opening. Each cassette is equipped with a highly resistant elastic or semi-elastic cushion hereinafter called a pontoon. The movement of the bottom and the process of opening the cassette module with a pneumatic air cushion realized under an influence of pressure of the compressed air. As a result of uneven filling the individual chamber of the pontoon with the air or their uneven emptying in the process of closing the cassette, there can occur the asymmetry of displacements of the bottom resulted even in seizing of telescopic mechanisms. In the paper were considered the cases of symmetrical and asymmetrical movement of the bottom corresponding to symmetrical and unsymmetrical pull out of the telescopic mechanism modules. Dynamical analysis of movement of cooperating subsystems of the floating cassette was carried out with the use of MSC.Adams code [5, 8].
Źródło:: Journal of KONES; 2012, 19, 1; 207-214
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 6.

Tytuł:: Numerical tests of the double spring with hangers
Autorzy:: Krasoń, W.
Wysocki, J.
Zając, K.
Powiązania:: https://bibliotekanauki.pl/articles/245670.pdf
Data publikacji:: 2015
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: double multi-leaf spring
suspension of a motor truck
stand test
vertical load
1D FE models
3D FE models
Opis:: Subject of the work include selected numerical models of the test stand intended for testing a prototype double multi-leaf spring of bi-linear nature. Basic design assumptions of the stand were as follows: provide laboratory tests of multi-leaf (single and double) springs designed for dependent suspensions of passenger cars of permissible weight up to 3,5 tones. The stand should allow for testing basic spring and strength characteristics in the quasi-static conditions and dynamic conditions with the impact of the force impulse or a set variable load characterized by a particular force amplitude (displacement) and frequency of its variations. Considered stand models include the tested spring, base, support and the hanger. This paper presents two types of FEM models of the spring element (beam and 3D). In the first element, components of the spring-hanger system were mapped by means of beam elements, in the second one by means of definite solid elements. The spring was loaded with a vertical force from 0 to 10000 N. A non-linear analysis of the bi-linear spring was carried out including clearance as well as the elastic analysis of the stand. The results of the numerical tests are presented in a form of tabular specifications, diagrams of displacements, and reduced stresses of selected components of the stand.
Źródło:: Journal of KONES; 2015, 22, 4; 163-170
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 7.

Tytuł:: Numerical standard tests of railway carriage platform
Autorzy:: Chłus, K.
Krasoń, W.
Powiązania:: https://bibliotekanauki.pl/articles/246494.pdf
Data publikacji:: 2012
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: ACTS intermodal wagon
standard strength test of the structure
FEM
numerical analysis
Opis:: The object of the paper is to build a numerical model of a railway wagon and perform statics calculation. The examined railway wagon is designed to transport interchangeable containers in ACTS (Abroll Container Transport System). The essential matter of such reloading is placing the container on a special rotating platform, which enables horizontal reloading of the load on the truck. The carriage is equipped with a flat frame cooperating with two bogies and three mobile platforms rotated in respect to central knots in order to simplify the process of loading and unloading of the interchangeable containers. A numerical model was verified and validated by experimental and numerical tests. Particular attention was paid to the support model in a contact place of the frame-carriage and bogies. The paper presents the results of static calculations prepared in accordance with relevant standards for this type of construction. The numerical model was loaded according to the requirements of PN-EN12663 standard specified for the F-I vehicle and BN-77/3532-40 standard. The finite element method was used for numerical analysis. A discreet FEM model was developed with the aid of MSC Patran pre-processor, while MSC Nastran code was applied for simulations. The results of calculations are presented by displacement and stress characteristic. Strength of construction was determined based on results.
Źródło:: Journal of KONES; 2012, 19, 3; 59-64
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 8.

Tytuł:: Multi - body simulations of railway wagon dynamics
Autorzy:: Wójcik, K.
Małachowski, J.
Baranowski, P.
Mazurkiewicz, Ł.
Damaziak, K.
Krasoń, W.
Powiązania:: https://bibliotekanauki.pl/articles/246886.pdf
Data publikacji:: 2012
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: multi-body
MSC ADAMS
railway wagon
dynamics
Opis:: The main aim of the presented paper is to verify the dynamics of chosen railway wagon using multi-body methods. Thus, in tests a wagon prototype with rotational rail-car body was simulated, which is going to be used for TIR vehicles trailer bodies transporting. Implemented prototype is authored by the team from Department of Applied Mechanics and Computer Science from Faculty of Mechanical Engineering in Military University of Technology. For this purpose CAD model, and subsequently numerical model, of mentioned wagon was developed. Using MSC Adams software initial boundary conditions, material parameters and contact characteristics were defined. In the previous authors' paper [1], preliminary analyses of the loads acting on the railway platform were carried out, which verified chosen parameters and coefficients. The main aim of presently proposed 3D multi-body simulations of railway wagon is to investigate its motion with full load and to determine the operation limit safety. Thus, in the performed analyses the railway wagon was accelerated to the desired velocity and drove through the curved tracks with four different velocities. From the carried out simulations the wagon dynamic behaviour was investigated and obtained results including contact forces characteristics were compared from all analyses cases. Moreover, performed study shows that the MSC. Adams software is capable for analysing and simultaneously validating various complex engineering problems, such as the one investigated by the authors.
Źródło:: Journal of KONES; 2012, 19, 3; 499-506
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 9.

Tytuł:: Experimental and numerical verification of the pontoon bridge section
Autorzy:: Chłus, K.
Derewonko, A.
Krasoń, W.
Powiązania:: https://bibliotekanauki.pl/articles/244277.pdf
Data publikacji:: 2013
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: pontoon bridge section
demonstrator of construction
verification of numerical analysis
Opis:: The object of the paper is experimental and numerical verification of a pontoon bridge prototype section. The main part of a single segment is a waterproof cassette which contains a shell (pontoon). After filling with the air, the pontoon assures the required buoyancy. The cassette, in which the shell is located, has a movable bottom. Pontoon bridges are built of ready-to-use repeatable segments and they may be used as temporary crossings. Verification of the bridge modules was performed by launching a demonstrator compound of two modules of the pontoon bridge section, filling the pontoons with air and measuring their immersion. The test was performed in the pool, in the Military Engineering Works. S.A. (WZInż. S.A.) in Deblin. Recording and measurements were performed with two Phantom V12 cameras placed on static tripods. It allowed reading from each of the cameras the heights of the midpoints of the prow and the starboard above the water surface, and the inclination angle of the pontoon unit in transverse and longitudinal planes. The combination of these results allowed calculation of height of the roadway centre of pontoons set above the water surface. Displacement and stability of the structure was specified based on analytical calculations. This paper presents the results of numerical calculations of launching a pontoon bridge section demonstrator. Correctness of the numerical methods of calculation was examined based on a comparison of numerical and experimental results.
Źródło:: Journal of KONES; 2013, 20, 1; 35-40
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 10.

Tytuł:: Dynamic analysis of railway platform chassis model
Autorzy:: Chłus, K.
Krasoń, W.
Powiązania:: https://bibliotekanauki.pl/articles/242171.pdf
Data publikacji:: 2011
Wydawca:: Instytut Techniczny Wojsk Lotniczych
Tematy:: mechanics
strength of construction
FEM
dynamic analysis
railroad wagon
Opis:: The aim of the paper is to build a numerical model of a railway wagon, to perform statics calculation as well as to compare the calculations results with the experimental results of measurement of a real railway wagon maximal deflection and to conduct dynamic analyses. The examined railway wagon was designed to transport interchangeable containers in ACTS (Abroll Container Transport System). The essential matter of such reloading is placing the container on a special rotating platform which enables horizontal reloading of the load onto the truck. In order to perform strength and dynamic numerical analyses with a finite element method (FEM), a 3D coat-beam model of the wagon were prepared. The discreet FEM model was executed with the aid of MSC.Patran preprocesor and for calculations MSC Nastran program was applied. The obtained results were verified by the experimental results of measurement of real railway wagon maximal deflection. The correctly verified model was applied both for modal analysis of free vibration and time dependent dynamic analysis. The influence of dynamic load on construction strength was examined. The loading model was selected so as to represent hypothetical simultaneous loading of the containers on the carriage frame. It turned out that the most strenuous element during the simulation of loading the containers onto the frame was the element of the vertical reinforcing plate which is in the direct contact with the pivot support of the carriage.
Źródło:: Journal of KONES; 2011, 18, 2; 93-100
1231-4005
2354-0133
Pojawia się w:: Journal of KONES
Dostawca treści:: Biblioteka Nauki

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