Pressure-dependent scaling scenarios in experiments of spontaneous imbibition

The scaling properties of the rough liquid-air interface formed in the spontaneous imbibition of a viscous liquid by a model porous medium are found to be very sensitive to the magnitude of the pressure difference applied at the liquid inlet. Interface fluctuations change from obeying intrinsic anomalous scaling at large negative pressure differences, to being super-rough with the same dynamic exponent z¿3 at less negative pressure differences, to finally obeying ordinary Family-Vicsek scaling with z¿2 at large positive pressure differences. This rich scenario reflects the relative importance on different length scales of capillary and permeability disorder, and the role of surface tension and viscous pressure in damping interface fluctuations.

Time-dependent couplings and crossover length scales in nonequilibrium surface roughening

We show that time-dependent couplings may lead to nontrivial scaling properties of the surface fluctuations of the asymptotic regime in nonequilibrium kinetic roughening models. Three typical situations are studied. In the case of a crossover between two different rough regimes, the time-dependent coupling may result in anomalous scaling for scales above the crossover length. In a different setting, for a crossover from a rough to either a flat or damping regime, the time-dependent crossover length may conspire to produce a rough surface, although the most relevant term tends to flatten the surface. In addition, our analysis sheds light into an existing debate in the problem of spontaneous imbibition, where time-dependent couplings naturally arise in theoretical models and experiments.

Brownian motion of multidimensional systems in nonpotential velocity-dependent fields of force

We study the Brownian motion in velocity-dependent fields of force. Our main result is a Smoluchowski equation valid for moderate to high damping constants. We derive that equation by perturbative solution of the Langevin equation and using functional derivative techniques.

Dynamics of Highway Bridges, HR-67, 1961

The AASHO specifications for highway bridges require that in designing a bridge, the live load must be multiplied by an impact factor for which a formula is given, dependent only upon the length of the bridge. This formula is a result of August Wohler's tests on fatigue in metals, in which he determined that metals which are subjected to large alternating loads will ultimately fail at lower stresses than those which are subjected only to continuous static loads. It is felt by some investigators that this present impact factor is not realistic, and it is suggested that a consideration of the increased stress due to vibrations caused by vehicles traversing the span would result in a more realistic impact factor than now exists. Since the current highway program requires a large number of bridges to be built, the need for data on dynamic behavior of bridges is apparent. Much excellent material has already been gathered on the subject, but many questions remain unanswered. This work is designed to investigate further a specific corner of that subject, and it is hoped that some useful light may be shed on the subject. Specifically this study hopes to correlate, by experiment on a small scale test bridge, the upper limits of impact utilizing a stationary, oscillating load to represent axle loads moving past a given point. The experiments were performed on a small scale bridge which is located in the basement of the Iowa Engineering Experiment Station. The bridge is a 25 foot simply supported span, 10 feet wide, supported by four beams with a composite concrete slab. It is assumed that the magnitude of the predominant forcing function is the same as the magnitude of the dynamic force produced by a smoothly rolling load, which has a frequency determined by the passage of axles. The frequency of passage of axles is defined as the speed of the vehicle divided by the axle spacing. Factors affecting the response of the bridge to this forcing function are the bridge stiffness and mass, which determine the natural frequency, and the effects of solid damping due to internal structural energy dissipation.

Field/Laboratory Testing of Damaged Prestressed Concrete Girder Bridges, HR-397, 1999

Due to frequent accidental damage to prestressed concrete (P/C) bridges caused by impact from overheight vehicles, a project was initiated to evaluate the strength and load distribution characteristics of damaged P/C bridges. A comprehensive literature review was conducted. It was concluded that only a few references pertain to the assessment and repair of damaged P/C beams. No reference was found that involves testing of a damaged bridge(s) as well as the damaged beams following their removal. Structural testing of two bridges was conducted in the field. The first bridge tested, damaged by accidental impact, was the westbound (WB) I-680 bridge in Beebeetown, Iowa. This bridge had significant damage to the first and second beams consisting of extensive loss of section and the exposure of numerous strands. The second bridge, the adjacent eastbound (EB) structure, was used as a baseline of the behavior of an undamaged bridge. Load testing concluded that a redistribution of load away from the damaged beams of the WB bridge was occurring. Subsequent to these tests, the damaged beams in the WB bridge were replaced and the bridge retested. The repaired WB bridge behaved, for the most part, like the undamaged EB bridge indicating that the beam replacement restored the original live load distribution patterns. A large-scale bridge model constructed for a previous project was tested to study the changes in behavior due to incrementally applied damage consisting initially of only concrete removal and then concrete removal and strand damage. A total of 180 tests were conducted with the general conclusion that for exterior beam damage, the bridge load distribution characteristics were relatively unchanged until significant portions of the bottom flange were removed along with several strands. A large amount of the total applied moment to the exterior beam was redistributed to the interior beam of the model. Four isolated P/C beams were tested, two removed from the Beebeetown bridge and two from the aforementioned bridge model. For the Beebeetown beams, the first beam, Beam 1W, was tested in an "as removed" condition to obtain the baseline characteristics of a damaged beam. The second beam, Beam 2W, was retrofit with carbon fiber reinforced polymer (CFRP) longitudinal plates and transverse stirrups to strengthen the section. The strengthened Beam was 12% stronger than Beam 1W. Beams 1 and 2 from the bridge model were also tested. Beam 1 was not damaged and served as the baseline behavior of a "new" beam while Beam 2 was damaged and repaired again using CFRP plates. Prior to debonding of the plates from the beam, the behavior of both Beams 1 and 2 was similar. The retrofit beam attained a capacity greater than a theoretically undamaged beam prior to plate debonding. Analytical models were created for the undamaged and damaged center spans of the WB bridge; stiffened plate and refined grillage models were used. Both models were accurate at predicting the deflections in the tested bridge and should be similarly accurate in modeling other P/C bridges. The moment fractions per beam were computed using both models for the undamaged and damaged bridges. The damaged model indicates a significant decrease in moment in the damaged beams and a redistribution of load to the adjacent curb and rail as well as to the undamaged beam lines.

Generation and nonlinear evolution of shore-oblique/transverse sand bars

The coupling between topography, waves and currents in the surf zone may selforganize to produce the formation of shore-transverse or shore-oblique sand bars on an otherwise alongshore uniform beach. In the absence of shore-parallel bars, this has been shown by previous studies of linear stability analysis, but is now extended to the finite-amplitude regime. To this end, a nonlinear model coupling wave transformation and breaking, a shallow-water equations solver, sediment transport and bed updating is developed. The sediment flux consists of a stirring factor multiplied by the depthaveraged current plus a downslope correction. It is found that the cross-shore profile of the ratio of stirring factor to water depth together with the wave incidence angle primarily determine the shape and the type of bars, either transverse or oblique to the shore. In the latter case, they can open an acute angle against the current (upcurrent oriented) or with the current (down-current oriented). At the initial stages of development, both the intensity of the instability which is responsible for the formation of the bars and the damping due to downslope transport grow at a similar rate with bar amplitude, the former being somewhat stronger. As bars keep on growing, their finite-amplitude shape either enhances downslope transport or weakens the instability mechanism so that an equilibrium between both opposing tendencies occurs, leading to a final saturated amplitude. The overall shape of the saturated bars in plan view is similar to that of the small-amplitude ones. However, the final spacings may be up to a factor of 2 larger and final celerities can also be about a factor of 2 smaller or larger. In the case of alongshore migrating bars, the asymmetry of the longshore sections, the lee being steeper than the stoss, is well reproduced. Complex dynamics with merging and splitting of individual bars sometimes occur. Finally, in the case of shore-normal incidence the rip currents in the troughs between the bars are jet-like while the onshore return flow is wider and weaker as is observed in nature.

Energy relaxation in nonlinear one-dimensional lattices

We study energy relaxation in thermalized one-dimensional nonlinear arrays of the Fermi-Pasta-Ulam type. The ends of the thermalized systems are placed in contact with a zero-temperature reservoir via damping forces. Harmonic arrays relax by sequential phonon decay into the cold reservoir, the lower-frequency modes relaxing first. The relaxation pathway for purely anharmonic arrays involves the degradation of higher-energy nonlinear modes into lower-energy ones. The lowest-energy modes are absorbed by the cold reservoir, but a small amount of energy is persistently left behind in the array in the form of almost stationary low-frequency localized modes. Arrays with interactions that contain both a harmonic and an anharmonic contribution exhibit behavior that involves the interplay of phonon modes and breather modes. At long times relaxation is extremely slow due to the spontaneous appearance and persistence of energetic high-frequency stationary breathers. Breather behavior is further ascertained by explicitly injecting a localized excitation into the thermalized arrays and observing the relaxation behavior.

Field Instrumentation, Testing, and Long-Term Monitoring of High-Mast Lighting Towers in the State of Iowa, TR-518, 2006

As a result of the collapse of a 140 foot high-mast lighting tower in Sioux City, Iowa in November of 2003, a thorough investigation into the behavior and design of these tall, yet relatively flexible structures was undertaken. Extensive work regarding the root cause of this failure was carried out by Robert Dexter of The University of Minnesota. Furthermore, a statewide inspection of all the high-mast towers in Iowa revealed fatigue cracks and loose anchor bolts on other existing structures. The current study was proposed to examine the static and dynamic behavior of a variety of towers in the State of Iowa utilizing field testing, specifically long-term monitoring and load testing. This report presents the results and conclusions from this project. The field work for this project was divided into two phases. Phase 1 of the project was conducted in October 2004 and focused on the dynamic properties of ten different towers in Clear Lake, Ames, and Des Moines, Iowa. Of those ten, two were also instrumented to obtain stress distributions at various details and were included in a 12 month long-term monitoring study. Phase 2 of this investigation was conducted in May of 2005, in Sioux City, Iowa, and focused on determining the static and dynamic behavior of a tower similar to the one that collapsed in November 2003. Identical tests were performed on a similar tower which was retrofitted with a more substantial replacement bottom section in order to assess the effect of the retrofit. A third tower with different details was dynamically load tested to determine its dynamic characteristics, similar to the Phase 1 testing. Based on the dynamic load tests, the modal frequencies of the towers fall within the same range. Also, the damping ratios are significantly lower in the higher modes than the values suggested in the AASHTO and CAN/CSA specifications. The comparatively higher damping ratios in the first mode may be due to aerodynamic damping. These low damping ratios in combination with poor fatigue details contribute to the accumulation of a large number of damage-causing cycles. As predicted, the stresses in the original Sioux City tower are much greater than the stresses in the retrofitted towers at Sioux City. Additionally, it was found that poor installation practices which often lead to loose anchor bolts and out-of-level leveling nuts can cause high localized stresses in the towers, which can accelerate fatigue damage.

Modeling and control of electromechanical systems

The material presented in the these notes covers the sessions Modelling of electromechanical systems, Passive control theory I and Passive control theory II of the II EURON/GEOPLEX Summer School on Modelling and Control of Complex Dynamical Systems.We start with a general description of what an electromechanical system is from a network modelling point of view. Next, a general formulation in terms of PHDS is introduced, and some of the previous electromechanical systems are rewritten in this formalism. Power converters, which are variable structure systems (VSS), can also be given a PHDS form.We conclude the modelling part of these lectures with a rather complex example, showing the interconnection of subsystems from several domains, namely an arrangement to temporally store the surplus energy in a section of a metropolitan transportation system based on dc motor vehicles, using either arrays of supercapacitors or an electric poweredflywheel. The second part of the lectures addresses control of PHD systems. We first present the idea of control as power connection of a plant and a controller. Next we discuss how to circumvent this obstacle and present the basic ideas of Interconnection and Damping Assignment (IDA) passivity-based control of PHD systems.

Lignes ferroviaires régionales : ouvrir, fermer ou moderniser? : obstacles juridiques, techniques, géopolitiques ou absence de volonté politique? : études de quatre lignes ferroviaires franco-belges et franco-suisses

L'objectif de la présente étude est de cerner les facteurs de succès et d'échec des réouvertures et modernisations de lignes ferroviaires transfrontalières dans les zones limitrophes. L'enquête prend pour base deux lignes franco-belges (Mons-Valenciennes et Namur- Charleville-Mézières) et deux lignes franco-suisses (Delémont-Belfort et Neuchâtel- Besançon). Le problème public réside dans l'absence de moyens de transports publics exploitant le potentiel existant dans le bassin de vie concerné (sous-exploitation du marché des transports). Les obstacles à franchir dans le domaine des transports ferroviaires peuvent être de nature juridique. Ainsi, des prescriptions légales telles que certains standards d'interopérabilité, l'absence d'une définition de l'expression «train régional» au niveau européen, la sécurité (passages à niveau) ou des mesures en faveur des personnes à mobilité réduite, peuvent entraver, voire empêcher des réouvertures ou modernisations de lignes régionales, car ces standards ne sont pas adaptés à la réalité des lignes dont le potentiel est faible en termes de voyageurs et de fret. À un autre niveau, il est rare que les aspects techniques constituent des obstacles. C'est cependant le cas lorsque deux réseaux ferroviaires nourrissent des philosophies antagonistes (réseau cadencé et non cadencé). Pour la réouverture des lignes, on constate l'absence de définitions claires, au niveau politique, de la desserte de base et des seuils de fréquentation minimale. Il y a parfois un contraste marqué entre une infrastructure dégradée et un matériel roulant très moderne, signe d'absence de sensibilisation à l'entretien des infrastructures ferroviaires. Pourtant, ces infrastructures jouent un rôle important à l'échelon géopolitique. Correctement aménagées (offre, temps de parcours, correspondances), elles permettent le désenclavement de toute une région. La réouverture d'un chaînon manquant peut changer la position géopolitique d'une région, comme dans le cas de Mons-Valenciennes; mais en même temps, l'argument de l'impact géopolitique peut entraver une réouverture, même lorsqu'il n'est pas fondé, comme le montre le cas de Dinant-Givet qui semble concurrencer une autre ligne existante. L'impact des lignes à grande vitesse sur les régions limitrophes est souvent surestimé. En revanche, la praticabilité du concept des quatre capitaux (capital manufacturé, social, naturel et humain) est sous-estimée dans le domaine des transports publics. Les grilles d'analyse des quatre capitaux nous ont en effet permis de prouver l'applicabilité du concept aux lignes ferroviaires transfrontalières, en dépit du manque de me- surabilité de certains indicateurs. L'évaluation des lignes retenues à l'aide de notre grille d'analyse montre que les lignes régionales françaises accusent un lourd retard en termes de performance. Ce fait est confirmé dans les quatre capitaux. En appliquant notre méthode de planification à des lignes ferroviaires (transfrontalières), on observe que les lignes actuelles n'exploitent pas suffisamment leur potentiel. L'approche proposée se base sur le triangle «offre - infrastructure - matériel roulant» et s'articule autour des usagers. Avant toute planification, il faut développer une vision pour la région et la ligne concernée, dans laquelle la voie ferrée servira d'axe structurant. La vision se manifeste par un horaire qui traduit l'offre sou-haitée à long terme avec des temps de parcours idéaux, et des noeuds de correspondance avec d'autres moyens de transport. Alors, les lignes régionales peuvent contribuer à un changement de paradigme qui favorise un mode de vie axé davantage sur les services des transports publics que sur le transport individuel, également dans les régions limitrophes. - Het doel van deze Studie is het onderzocken von de redenen van het succès en van het falen van de heropening of modernisering van al of niet grensoverschrijdende spoorlijnen. Het on- derzoek is gebaseerd op twee Frans-Belgische lijnen (Bergen-Yalenciennes en Namen- Charleville-Mezières) en twee Frans-Zwitserse lijnen (Delémont-Belfort en Neuchâtel- Besançon). Het probleem is de afwezigheid van openbare transportmogelijkheden in de uitbating van de betrokken woongebieden (onderbenutting van de transportmarkt). De te overschrijden hindernissen op het gebied van spoorwegvervoer kunnen van juridische oorsprong zijn. Dat wil zeggen dat wettelijke vereisten zoals bepaalde standaarden voor inte- roperabiliteit, het ontbreken van een definitie van «regionale trein» op Europees niveau, de beveiliging (spoorwegovergangen) of maatregelen voor mensen met verminderde mobiliteit de heropening of modernisering van de regionale lijnen kunnen verhinderen, aangezien deze normen niet zijn aangepast aan de realiteit op aan de lijnen waarvan het potenti eel laag is, zowel voor reizigers als voor goederen. Op een ander niveau is het zeldzaam dat de technische as-pecten voor obstakels zorgen. Het is nochtans het geval wanneer twee spoorwegnetten zorgen voor tegenstrijdige ideeën (regelmatig of onregelmatig bezet net). Om de lijnen te he- ropenen, is er een gebrek aan duidelijke afspraken op politiek niveau, voor een minimale be- diening en een minimale opkomst. Soms is er een groot contrast tussen een verouderde infras- tructuur en een zeer modem rollend materieel, een teken van gebrek aan gezond verstand bij het onderhoud van de spoorweginfrastructuur. Deze infrastructuur speelt echter een belan- grijke roi in het geopolitieke niveau. Goed beheerd (aanbod, reistijd, verbindingen) zorgen ze voor een heropening van een hele regio. De heropening van een ontbrekende schakel kan de geopolitieke positie van een regio veranderen, zoals in het geval van Bergen-Valenciennes, maar terzelfder tijd kan het argument van de geopolitieke impact een heropening verhinderen, zelfs als het ongegrond is, zoals in het geval van Dinant-Givet dat blijkt te concurreren met een andere bestaande lijn. De impact van hogesnelheidslijnen op grensoverschrijdende regio's wordt vaak overschat. Daartegenover wordt de haalbaarheid van het concept van de vier kapi- taalvlakken (opbouwend, sociaal, natuurlijk en menselijk kapitaal) onderschat op het gebied van openbaar vervoer. De analyse van de vier kapitaalvlakken heeft ons toegelaten de toepas- baar-heid van het concept van de grensoverschrijdende spoorlijnen aan te tonen, ondanks het ge-brek aan meetbaarheid van bepaalde indicatoren. Evaluatie van de lijnen, geselecteerd met behulp van ons analysekader, heeft aangetoond dat Franse regionale lijnen achterblijven op het gebied van prestaties. Dit wordt bevestigd op de vier kapitaalvlakken. Door het toepassen van onze planningsmethode op spoorlijnen (in grenszones), zien we dat de huidige lijnen hun potentieel onvoldoende benutten. De voorgestelde aanpak is gebaseerd op de driehoek «aan- bieding - infrastructuur - rollend materieel» en rieht zieh op de gebruikers. Vooraleer een planning opgesteld kan worden, moeten we een visie ontwikkelen voor de betrokken lijn en de regio waarin de spoorweg zal dienen als structurele as. De visie baseert zieh op een diens- tregeling die uitgaat van een aanbod op lange termijn met ideale rijtijden en knooppunten met an-dere transportmiddelen. Zodoende kunnen regionale lijnen bijdragen aan een paradigma- vers-chuiving die een levensstijl promoot die meer gericht is op het openbaar vervoer dan op het individueel vervoer, ook in naburige regio's. - Das Ziel der Studie ist die Identifizierung von Erfolgs- und Misserfolgsfaktoren bei Wiedereröffnungen und Modernisierungen von (grenzüberschreitenden) Regionalverkehrslinien in Randregionen. Die Untersuchung stützt sich auf zwei belgisch-französische (Mons- Valenciennes und Namur-Charleville-Mézières) sowie zwei schweizerisch-französische Linien (Delémont-Belfort und Neuchâtel-Besançon). Das öffentliche Problem besteht im Fehlen eines öffentlichen Verkehrsmittels, welches das vorhandene Potential im Einzugsbereich der betrachteten Linien vollständig ausnützt (unvollständige Ausnützung des vorhandenen Transportmarktes). Die zu überwindenden Hindernisse auf dem Gebiet des Eisenbahnwesens können juristischer Natur sein. Es handelt sich dabei um gewisse juristische Vorschriften w. z. B. Interoperabili- tätsstandards, die Abwesenheit einer klaren Definition des Begriffes «Regionalverkehr» auf europäischer Ebene, Sicherheitsstandards (Bahnübergänge) oder Massnahmen zu Gunsten von Behinderten, die Wiedereröffnungen behindern können, weil diese Standards keine Rücksicht auf die Gegebenheiten von Regionallinien mit einem geringen Nachfragepotential nehmen. Technische Vorgaben stellen nur selten ein Hindernis bei Wiedereröffnungen dar. Dies kann dann der Fall sein, wenn zwei Eisenbahnnetze mit unterschiedlichen Betriebsphilosophien aufeinander treffen (Netz mit Taktverkehr und unvertaktete Netze). Bei Wiedereröffnung von Eisenbahnlinie ist festzustellen, dass auf politischer Ebene keine Definitionen in Bezug auf Basisangebot und der minimalen Nachfrage bestehen. Bisweilen ist ein starker Kontrast zwischen einem schlechten Infrastrukturzustand und einem darauf verkehrenden modernem Rollmaterial festzustellen. Gerade diese Infrastruktur spielt auf geopolitischer Ebene eine wichtige Rolle. Wird diese korrekt betrieben (attraktives Angebot, Fahrzeit, Umsteigeverbindungen), erlaubt sie einer ganzen Region eine Lösung aus der Isolation. Die Wiedereröffnung eines fehlenden Teilstücks kann die geopolitische Situation einer Region positiv verändern, wie das Beispiel der Linie Mons-Valenciennes zeigt. Gleichzeitig kann das Argument der geopolitischen Position eine Wiedereröffnung behindern, auch wenn die vorgebrachten Argumente nicht stichhaltig sind, wie das Beispiel der Linie Dinant-Givet beweist, die angeblich einen bestehenden Eisenbahgüterverkehrskorridor konkurrenzieren soll. Der Einfluss von Hochgeschwindigkeitsstrecken auf Randregionen wird oft überschätzt. Im Gegensatz dazu wird die Anwendbarkeit des Konzeptes der vier Kapitalien (konstruiertes, soziales, natürliches und Human-Kapital) bei der Anwendbarkeit im öffentlichen Verkehr unters-chätzt. Der verwendete Analyseraster der vier Kapitalien erlaubt die Anwendbarkeit dieses Ansatzes auf grenzüberschreitende Eisenbahnlinien, trotz des Fehlens von Daten für zahlreiche Indikatoren, zu untermauern. Die Evaluation der betrachteten Linien hat gezeigt, dass die französischen Schienenregionalverkehrslinien einen bedeutenden Rückstand in Bezug auf die Leistungsfähigkeit vorweisen. Dies wird durch die Anwendung des Analyseraster der vier Kapitalien bestätigt. Der Einsatz, der in dieser Arbeit entwickelten Planungsmethode auf die vier grenzüberschreitenden Regionalverkehrslinien hat gezeigt, dass die heutige Betriebsweise von Regionalverkehrslinien das vorhandene Potential nicht ausschöpft. Der vorgeschlagene Ansatz basiert auf dem Dreieck «Angebot - Infrastruktur - Rollmaterial» in dem die Benützerlnnen im Zentrum stehen. Jedoch steht die Entwicklung einer Vision für die betroffene Region und Linie vor dem Beginn jeder Planung im Zentrum, bei der die Eisenbahnlinie als strukturierende Achse benützt wird. Diese manifestiert sich in einer Fahrplanstruktur, die das langfristig gewünschte Angebot mit idealen Fahrzeiten und Umsteigeknoten mit anderen Verkehrsmitteln beinhaltet. In dieser Weise können die Regionalverkehrslinien einen Beitrag zu einem Paradigmawechsel beitragen, der auch in Randregionen einen Lebensstil fördert, der vermehrt auf den öffentlichen Verkehr als auf den motorisierten Individualverkehr setzt. - L'obiettivo di questo studio è quello di identificare i fattori di successo e di fallimento relativi alla riapertura e modernizzazione di linee ferroviarie transfrontaliere e non in aree limitrofe. L'indagine si basa su due linee franco-belghe (Mons-Valenciennes e Namur-Charleville- Mézières) e due linee franco-svizzere (Delémont-Belfort e Neuchâtel-Besançon). Il problema pubblico è la mancanza di mezzi di trasporto pubblico che sfruttino il potenziale esistente nel bacino d'utenza interessato (sottoutilizzazione del mercato dei trasporti). Gli ostacoli da superare nel settore del trasporto ferroviario possono essere di natura giuridica - vale a dire, requisiti legali come alcuni standard d'interoperabilità, l'assenza di una definizione del termine «treno regionale» a livello europeo, la sicurezza (passaggi a livello) o misure a favore di persone a mobilità ridotta, che possono ostacolare o impedire la riapertura o modernizzazione di linee regionali poiché queste norme non vengono adattate alla realtà delle linee il cui potenziale è basso in termini di viaggiatori e merci. A un altro livello è raro che aspetti tecnici costituiscano degli ostacoli. Tuttavia è il caso quando due reti ferroviarie perseguono filosofie antagoniste (rete cadenzata e non cadenzata). Per riaprire le linee si rileva una mancanza di definizioni chiare, a livello politico, del collegamento di base e delle soglie minime di frequentazione. A volte vi è un netto contrasto tra un'infrastruttura degradata e un modernissimo materiale rotabile, segno della mancanza di sensibilizzazione per la manutenzione delle infrastrutture ferroviarie. Eppure queste strutture svolgono un ruolo importante a livello geopolitico. Correttamente gestite (offerta, tempi di percorrenza, coincidenze), permettono l'apertura verso l'esterno di un'intera regione. La riapertura di un tassello mancante può cambiare la posizione geopolitica di una regione, come nel caso di Mons-Valenciennes. Allo stesso tempo, tuttavia, l'argomento dell'impatto geopolitico, anche se infondato, può ostacolare una riapertura - come nel caso di Dinant-Givet che sembra fare concorrenza a un'altra linea esistente. L'impatto delle linee ad alta velocità sulle regioni limitrofe è spesso sovrastimato. In compenso, l'attuabilità del concetto dei quattro capitali (capitale fabbricato, sociale, naturale e umano) è sottovalutata nel settore dei trasporti pubblici. Le griglie d'analisi dei quattro capitali ci hanno effettivamente permesso di dimostrare l'applicabilità del concetto alle linee ferroviarie transfrontaliere, nonostante la mancanza di misurabilità di alcuni indicatori. La valutazione delle linee selezionate in supporto alla nostra griglia d'analisi mostra che le linee regionali francesi accusano un pesante ritardo in termini di prestazioni. Questo dato di fatto è confermato nei quattro capitali. Applicando il nostro metodo di pianificazione alle linee ferroviarie (transfrontaliere), si osserva che le attuali linee non sfruttano a sufficienza il loro potenziale. L'approccio proposto è basato sul triangolo «offerta / infrastrutture / materiale rotabile» e si articola attorno agli utenti. Prima di qualsiasi pianificazione, è necessario sviluppare una visione per la regione e la linea coinvolta, in cui la ferrovia servirà come asse strutturale. La visione si manifesta attraverso un orario che rifletta l'offerta desiderata a lungo termine, con tempi di percorrenza ideali e nodi di coincidenza con altri mezzi di trasporto. In questo modo, le linee regionali possono contribuire a un cambiamento di paradigma che favorisca uno stile di vita più focalizzato sui servizi di trasporto pubblico che sul trasporto individuale - anche nelle regioni limitrofe.

Sähköverkkotiedonsiirtomenetelmän kehittäminen taajuusmuuttajaohjattuihin sähkökäyttöihin

Sähkömoottorin jatkuva-aikainen kunnonvalvonta vaatii tiedonsiirtoa moottorilta ylemmälle tietojärjestelmätasolle, kuten taajuusmuuttajalle. Uusien kaapeleiden asennus on työlästä ja kallista. Moottorin ja taajuusmuuttajan välillä on kuitenkin aina kaapeli, jota käytetään moottorin tehonsyöttöön. Tätä kaapelia on mahdollista käyttää myös tiedonsiirtokanavana. Tässä diplomityössä käsitellään ja tutkitaan sähköverkkotiedonsiirtomenetelmää, jonka avulla voidaan muodostaa Ethernet-yhteys moottorilta taajuusmuuttajalle tai toisinpäin. Työssä kehitetään simulointimalli tiedonsiirtokanavan taajuusriippuvan vaimennuksen simuloimiseen. Lisäksi kehitetään kytkentärajapinta, joka mahdollistaa tiedonsiirron kolmivaiheisessa taajuusmuuttajan syöttämässä moottorikaapelissa. Työssä suunnitellaan ja toteutetaan tiedonsiirtoa varten pilot-laitteisto, jolla tehdään laboratoriotestit. Laboratoriotesteillä varmistetaan menetelmän soveltuvuus. Laboratoriotestien avulla etsitään myös reunaehdot tiedonsiirron toiminnalle ja tiedonsiirtonopeuteen vaikuttavia tekijöitä taajuusmuuttajakäytössä. Lisäksi tarkastellaan menetelmän aiheuttamaa viivettä, joka on tärkeäsäätösovellusten kannalta. Lopuksi arvioidaan menetelmän soveltuvuus käytännön sovelluksiin.

SIMULATION OF AMB SUPPORTED ROTOR DURING DROP ON RETAINER BEARINGS

The active magnetic bearings present a new technology which has many advantages compared to traditional bearing designs. Active magnetic bearings, however, require retainer bearings order to prevent damages in the event of a component, power or a control loop failure. In the dropdown situation, when the rotor drops from the magnetic bearings to the retainer bearings, the design parameters of the retainer bearings have a significant influence on the behaviour of the rotor. In this study, the dynamics of an active magnetic bearings supported electric motor during rotor drop on retainer bearings is studied using a multibody simulation approach. Various design parameters of retainer bearings are studied using a simulation model while results are compared with those found in literature. The retainer bearings are modelled using a detailed ball bearing model, which accounts damping and stiffness properties, oil film and friction between races and rolling elements. The model of the ball bearings includes inertia description of rollingelements. The model of the magnetic bearing system contains unbalances of the rotor and stiffness and damping properties of support. In this study, a computationally efficient contact model between the rotor and the retainer bearings is proposed. In addition, this work introduces information for the design of physicalprototype and its retainer bearings.

Dynamic Simulations of Rotors during Drop on Retainer Bearings

The active magnetic bearings have recently been intensively developed because of noncontact support having several advantages compared to conventional bearings. Due to improved materials, strategies of control, and electrical components, the performance and reliability of the active magnetic bearings are improving. However, additional bearings, retainer bearings, still have a vital role in the applications of the active magnetic bearings. The most crucial moment when the retainer bearings are needed is when the rotor drops from the active magnetic bearings on the retainer bearings due to component or power failure. Without appropriate knowledge of the retainer bearings, there is a chance that an active magnetic bearing supported rotor system will be fatal in a drop-down situation. This study introduces a detailed simulation model of a rotor system in order to describe a rotor drop-down situation on the retainer bearings. The introduced simulation model couples a finite element model with component mode synthesis and detailed bearing models. In this study, electrical components and electromechanical forces are not in the focus. The research looks at the theoretical background of the finite element method with component mode synthesis that can be used in the dynamic analysis of flexible rotors. The retainer bearings are described by using two ball bearing models, which include damping and stiffness properties, oil film, inertia of rolling elements and friction between races and rolling elements. Thefirst bearing model assumes that the cage of the bearing is ideal and that the cage holds the balls in their predefined positions precisely. The second bearing model is an extension of the first model and describes the behavior of the cageless bearing. In the bearing model, each ball is described by using two degrees of freedom. The models introduced in this study are verified with a corresponding actual structure. By using verified bearing models, the effects of the parameters of the rotor system onits dynamics during emergency stops are examined. As shown in this study, the misalignment of the retainer bearings has a significant influence on the behavior of the rotor system in a drop-down situation. In this study, a stability map of the rotor system as a function of rotational speed of the rotor and the misalignment of the retainer bearings is presented. In addition, the effects of parameters of the simulation procedure and the rotor system on the dynamics of system are studied.

Improving Dynamic Characteristics of Open-loop Controlled Log Crane

The improvement of the dynamics of flexible manipulators like log cranes often requires advanced control methods. This thesis discusses the vibration problems in the cranes used in commercial forestry machines. Two control methods, adaptive filtering and semi-active damping, are presented. The adaptive filter uses a part of the lowest natural frequency of the crane as a filtering frequency. The payload estimation algorithm, filtering of control signal and algorithm for calculation of the lowest natural frequency of the crane are presented. The semi-active damping method is basedon pressure feedback. The pressure vibration, scaled with suitable gain, is added to the control signal of the valve of the lift cylinder to suppress vibrations. The adaptive filter cuts off high frequency impulses coming from the operatorand semi-active damping suppresses the crane?s oscillation, which is often caused by some external disturbance. In field tests performed on the crane, a correctly tuned (25 % tuning) adaptive filter reduced pressure vibration by 14-17 % and semi-active damping correspondingly by 21-43%. Applying of these methods require auxiliary transducers, installed in specific points in the crane, and electronically controlled directional control valves.

Theoretical Analysis and Simulations of Vertically Vibrated Granular Materials

The dynamical properties ofshaken granular materials are important in many industrial applications where the shaking is used to mix, segregate and transport them. In this work asystematic, large scale simulation study has been performed to investigate the rheology of dense granular media, in the presence of gas, in a three dimensional vertical cylinder filled with glass balls. The base wall of the cylinder is subjected to sinusoidal oscillation in the vertical direction. The viscoelastic behavior of glass balls during a collision, have been studied experimentally using a modified Newton's Cradle device. By analyzing the results of the measurements, using numerical model based on finite element method, the viscous damping coefficient was determinedfor the glass balls. To obtain detailed information about the interparticle interactions in a shaker, a simplified model for collision between particles of a granular material was proposed. In order to simulate the flow of surrounding gas, a formulation of the equations for fluid flow in a porous medium including particle forces was proposed. These equations are solved with Large Eddy Simulation (LES) technique using a subgrid-model originally proposed for compressible turbulent flows. For a pentagonal prism-shaped container under vertical vibrations, the results show that oscillon type structures were formed. Oscillons are highly localized particle-like excitations of the granular layer. This self-sustaining state was named by analogy with its closest large-scale analogy, the soliton, which was first documented by J.S. Russell in 1834. The results which has been reportedbyBordbar and Zamankhan(2005b)also show that slightly revised fluctuation-dissipation theorem might apply to shaken sand, which appears to be asystem far from equilibrium and could exhibit strong spatial and temporal variations in quantities such as density and local particle velocity. In this light, hydrodynamic type continuum equations were presented for describing the deformation and flow of dense gas-particle mixtures. The constitutive equation used for the stress tensor provides an effective viscosity with a liquid-like character at low shear rates and a gaseous-like behavior at high shear rates. The numerical solutions were obtained for the aforementioned hydrodynamic equations for predicting the flow dynamics ofdense mixture of gas and particles in vertical cylindrical containers. For a heptagonal prism shaped container under vertical vibrations, the model results were found to predict bubbling behavior analogous to those observed experimentally. This bubbling behavior may be explained by the unusual gas pressure distribution found in the bed. In addition, oscillon type structures were found to be formed using a vertically vibrated, pentagonal prism shaped container in agreement with computer simulation results. These observations suggest that the pressure distribution plays a key rolein deformation and flow of dense mixtures of gas and particles under vertical vibrations. The present models provide greater insight toward the explanation of poorly understood hydrodynamic phenomena in the field of granular flows and dense gas-particle mixtures. The models can be generalized to investigate the granular material-container wall interactions which would be an issue of high interests in the industrial applications. By following this approach ideal processing conditions and powder transport can be created in industrial systems.