55 research outputs found

    The Effect of Soil Non-linearity on Mixed Traffic Railway Lines: Passenger vs Freight Loads

    Get PDF
    To add additional capacity to railway networks, freight services might be added to lines that have previously only be used for passenger services. Existing ballasted lines may have mixed subgrade conditions and thus the effect of increased axle loads on track behavior is unclear. Typically, such cases will result in elevated track deflections in comparison to passenger vehicles. As a result, the supporting subgrade experiences higher strain levels, which can fall into the large strain range. The related non-linear subgrade behavior plays an important role in track response but is challenging to model. As a solution, this paper presents a new semi-analytical numerical model, where the track is simulated analytically and allows for 1D wave propagation. The ground is modelled using a non-linear equivalent thin-layer finite element formulation. This allows for the subgrade stiffness to be updated in an iterative manner with minimal computational effort. A case study is presented to show that modest increases in axle load can have a marked effect on track deflections

    Effect of concrete slats, three mat types and out-wintering pads on performance and welfare of finishing beef steers

    Get PDF
    peer-reviewedBackground The objective was to investigate the effect of placing mats on concrete slatted floors on performance, behaviour, hoof condition, dirt scores, physiological and immunological variables of beef steers, and to compare responses with animals on out-wintering pads. Continental crossbred beef steers [n = 360; mean (±SD) initial live weight 539 kg (42.2)] were blocked by breed and live weight and randomly assigned to one of five treatments; (1) Concrete slats alone, (2) Mat 1 (Natural Rubber structure) (Durapak Rubber Products), (3) Mat 2 (Natural rubber structure) (EasyFix), (4) Mat 3 (modified ethylene vinyl acetate (EVA) foam structure) and (5) Out-wintering pads (OWP’s). Results Animals on the OWPs had a greater (P  0.05) as the other treatments. Animals on the OWPs had reduced lying percentage time compared with all the other treatments. Dry matter (DM) intake was greater for animals on the OWPs compared with all the other treatments. Carcass weight, kill out proportion, carcass fat score, carcass composition score, FCR and physiological responses were similar (P > 0.05) among treatments. No incidence of laminitis was observed among treatments. The number of hoof lesions was greater on all mat types (P < 0.05) compared with concrete slats and OWP treatments. Dirt scores were greater (P < 0.05) for animals on OWPs when measured on days 42, 84, 105, 126 and 150 compared with animals on slats. Conclusions Under the conditions adopted for the present study, there was no evidence to suggest that animals housed on bare concrete slats were disadvantaged in respect of animal welfare compared with animals housed on other floor types. It is concluded that the welfare of steers was not adversely affected by slats compared with different mat types or OWPs

    Prediction of DNA-binding propensity of proteins by the ball-histogram method using automatic template search

    Get PDF
    We contribute a novel, ball-histogram approach to DNA-binding propensity prediction of proteins. Unlike state-of-the-art methods based on constructing an ad-hoc set of features describing physicochemical properties of the proteins, the ball-histogram technique enables a systematic, Monte-Carlo exploration of the spatial distribution of amino acids complying with automatically selected properties. This exploration yields a model for the prediction of DNA binding propensity. We validate our method in prediction experiments, improving on state-of-the-art accuracies. Moreover, our method also provides interpretable features involving spatial distributions of selected amino acids

    ANGLOR: A Composite Machine-Learning Algorithm for Protein Backbone Torsion Angle Prediction

    Get PDF
    We developed a composite machine-learning based algorithm, called ANGLOR, to predict real-value protein backbone torsion angles from amino acid sequences. The input features of ANGLOR include sequence profiles, predicted secondary structure and solvent accessibility. In a large-scale benchmarking test, the mean absolute error (MAE) of the phi/psi prediction is 28°/46°, which is ∼10% lower than that generated by software in literature. The prediction is statistically different from a random predictor (or a purely secondary-structure-based predictor) with p-value <1.0×10−300 (or <1.0×10−148) by Wilcoxon signed rank test. For some residues (ILE, LEU, PRO and VAL) and especially the residues in helix and buried regions, the MAE of phi angles is much smaller (10–20°) than that in other environments. Thus, although the average accuracy of the ANGLOR prediction is still low, the portion of the accurately predicted dihedral angles may be useful in assisting protein fold recognition and ab initio 3D structure modeling

    A structurally distinct TGF-β mimic from an intestinal helminth parasite potently induces regulatory T cells.

    Get PDF
    Helminth parasites defy immune exclusion through sophisticated evasion mechanisms, including activation of host immunosuppressive regulatory T (Treg) cells. The mouse parasite Heligmosomoides polygyrus can expand the host Treg population by secreting products that activate TGF-β signalling, but the identity of the active molecule is unknown. Here we identify an H. polygyrus TGF-β mimic (Hp-TGM) that replicates the biological and functional properties of TGF-β, including binding to mammalian TGF-β receptors and inducing mouse and human Foxp3+ Treg cells. Hp-TGM has no homology with mammalian TGF-β or other members of the TGF-β family, but is a member of the complement control protein superfamily. Thus, our data indicate that through convergent evolution, the parasite has acquired a protein with cytokine-like function that is able to exploit an endogenous pathway of immunoregulation in the host

    Macrophage origin limits functional plasticity in helminth-bacterial co-infection

    Get PDF
    Rapid reprogramming of the macrophage activation phenotype is considered important in the defense against consecutive infection with diverse infectious agents. However, in the setting of persistent, chronic infection the functional importance of macrophage-intrinsic adaptation to changing environments vs. recruitment of new macrophages remains unclear. Here we show that resident peritoneal macrophages expanded by infection with the nematode Heligmosomoides polygyrus bakeri altered their activation phenotype in response to infection with Salmonella enterica ser. Typhimurium in vitro and in vivo. The nematode-expanded resident F4/80high macrophages efficiently upregulated bacterial induced effector molecules (e.g. MHC-II, NOS2) similarly to newly recruited monocyte-derived macrophages. Nonetheless, recruitment of blood monocyte-derived macrophages to Salmonella infection occurred with equal magnitude in co-infected animals and caused displacement of the nematode-expanded, tissue resident-derived macrophages from the peritoneal cavity. Global gene expression analysis revealed that although nematode-expanded resident F4/80high macrophages made an anti-bacterial response, this was muted as compared to newly recruited F4/80low macrophages. However, the F4/80high macrophages adopted unique functional characteristics that included enhanced neutrophil-stimulating chemokine production. Thus, our data provide important evidence that plastic adaptation of MΦ activation does occur in vivo, but that cellular plasticity is outweighed by functional capabilities specific to the tissue origin of the cell

    Protein-Protein Interaction Site Predictions with Three-Dimensional Probability Distributions of Interacting Atoms on Protein Surfaces

    Get PDF
    Protein-protein interactions are key to many biological processes. Computational methodologies devised to predict protein-protein interaction (PPI) sites on protein surfaces are important tools in providing insights into the biological functions of proteins and in developing therapeutics targeting the protein-protein interaction sites. One of the general features of PPI sites is that the core regions from the two interacting protein surfaces are complementary to each other, similar to the interior of proteins in packing density and in the physicochemical nature of the amino acid composition. In this work, we simulated the physicochemical complementarities by constructing three-dimensional probability density maps of non-covalent interacting atoms on the protein surfaces. The interacting probabilities were derived from the interior of known structures. Machine learning algorithms were applied to learn the characteristic patterns of the probability density maps specific to the PPI sites. The trained predictors for PPI sites were cross-validated with the training cases (consisting of 432 proteins) and were tested on an independent dataset (consisting of 142 proteins). The residue-based Matthews correlation coefficient for the independent test set was 0.423; the accuracy, precision, sensitivity, specificity were 0.753, 0.519, 0.677, and 0.779 respectively. The benchmark results indicate that the optimized machine learning models are among the best predictors in identifying PPI sites on protein surfaces. In particular, the PPI site prediction accuracy increases with increasing size of the PPI site and with increasing hydrophobicity in amino acid composition of the PPI interface; the core interface regions are more likely to be recognized with high prediction confidence. The results indicate that the physicochemical complementarity patterns on protein surfaces are important determinants in PPIs, and a substantial portion of the PPI sites can be predicted correctly with the physicochemical complementarity features based on the non-covalent interaction data derived from protein interiors

    A state-of-the-art review of curve squeal noise: Phenomena, mechanisms, modelling and mitigation

    Full text link
    [EN] Curve squeal is an intense tonal noise occurring when a rail vehicle negotiates a sharp curve. The phenomenon can be considered to be chaotic, with a widely differing likelihood of occurrence on different days or even times of day. The term curve squeal may include several different phenomena with a wide range of dominant frequencies and potentially different excitation mechanisms. This review addresses the different squeal phenomena and the approaches used to model squeal noise; both time-domain and frequency-domain approaches are discussed and compared. Supporting measurements using test rigs and field tests are also summarised. A particular aspect that is addressed is the excitation mechanism. Two mechanisms have mainly been considered in previous publications. In many early papers the squeal was supposed to be generated by the so-called falling friction characteristic in which the friction coefficient reduces with increasing sliding velocity. More recently the mode coupling mechanism has been raised as an alternative. These two mechanisms are explained and compared and the evidence for each is discussed. Finally, a short review is given of mitigation measures and some suggestions are offered for why these are not always successful.Squicciarini, G.; Thompson, D.; Ding, B.; Baeza González, LM. (2018). A state-of-the-art review of curve squeal noise: Phenomena, mechanisms, modelling and mitigation. Notes on Numerical Fluid Mechanics and Multidisciplinary Design. 139:3-41. https://doi.org/10.1007/978-3-319-73411-8_1S341139Anderson, D., Wheatley, N., Fogarty, B., Jiang, J., Howie, A., Potter, W.: Mitigation of curve squeal noise in Queensland, New South Wales and South Australia. In: Conference on Railway Engineering. pp. 625–636, Perth, Australia (2008)Hanson, D., Jiang, J., Dowdell, B., Dwight, R.: Curve squeal: causes, treatments and results. In INTER-NOISE and NOISE-CON Congress and Conference Proceedings, vol. 249, pp. 6316–6323. Melbourne, Australia (2014)Rudd, M.J.: Wheel/rail noise—part II: wheel squeal. J. Sound Vib. 46(3), 381–394 (1976)Remington, P.J.: Wheel/rail squeal and impact noise: what do we know? What don’t we know? Where do we go from here? J. Sound Vib. 116(2), 339–353 (1987)Remington, P.J.: Wheel/rail rolling noise: what do we know? What don’t we know? Where do we go from here? J. Sound Vib. 120(2), 203–226 (1988)Wickens, A.H.: Fundamentals of Rail Vehicle Dynamics, Guidance and Stability. Swets & Zeitlinger, Lisse (2003)Thompson, D.J.: Railway Noise and Vibration: Mechanisms, Modelling and Mitigation. Elsevier, Oxford (2009)Kalker, J.J.: Three Dimensional Elastic Bodies in Rolling Contact. Kluwer academic publishers, Dordrecht (1990)Vermeulen, P.J., Johnson, K.L.: Contact of nonspherical elastic bodies transmitting tangential forces. J. Appl. Mech. 31(2), 338–340 (1964)Shen, Z.Y., Hedrick, J.K., Elkins, J.A.: A comparison of alternative creep-force models for rail vehicle dynamic analysis. In: Proceedings of 8th IAVSD Symposium, Cambridge MA, Swets and Zeitlinger, Lisse, pp. 591–605 (1983)Huang, Z.Y.: Theoretical Modelling of Railway Curve Squeal. Ph.D. thesis, University of Southampton, UK (2007)Hoffmann, N., Fischer, M., Allgaier, R., Gaul, L.: A minimal model for studying properties of the mode-coupling type instability in friction induced oscillations. Mech. Res. Commun. 29(4), 197–205 (2002)Hoffmann, N., Gaul, L.: Effects of damping on mode-coupling instability in friction induced oscillations. J. Appl. Math. Mech. 83(8), 524–534 (2003)Sinou, J.J., Jezequel, L.: Mode coupling instability in friction-induced vibrations and its dependency on system parameters including damping. Eur. J. Mech.-A/Solids 26(1), 106–122 (2007)Johnson, K.L.: Contact Mechanics. Cambridge University Press, Cambridge (1985)Kinkaid, N.M., O’Reilly, O.M., Papadopoulos, P.: Automotive disc brake squeal. J. Sound Vib. 267(1), 105–166 (2003)Ghazaly, N.M., El-Sharkawy, M., Ahmed, I.: A review of automotive brake squeal mechanisms. J. Mech. Des. Vibr. 1(1), 5–9 (2013)Ouyang, H., Nack, W., Yuan, Y., Chen, F.: Numerical analysis of automotive disc brake squeal: a review. Int. J. Veh. Noise Vib. 1(3–4), 207–231 (2005)Dorf, R.C., Bishop, R.H.: Modern Control Systems, 11th edn. Prentice Hall. (2008)De Beer, F.G., Janssens, M.H.A., Kooijman, P.P., van Vliet, W.J.: Curve squeal of railbound vehicles (part 1): frequency domain calculation model. In: Proceedings of Internoise, vol. 3, pp. 1560–1563. Nice, France (2000)Von Stappenbeck, H.: Das Kurvengeräusch der Straßenbahn. Möglichkeiten zu seiner Unterdrückung. Z. VDI 96(6), 171–175 (1954)Van Ruiten, C.J.M.: Mechanism of squeal noise generated by trams. J. Sound Vib. 120(2), 245–253 (1988)Nakai, M., Chiba, Y., Yokoi, M.: Railway wheel squeal: 1st report, on frequency of squeal. Bull. Jpn. Soc. Mech. Eng. 25, 1127–1134 (1982)Nakai, M., Chiba, Y., Yokoi, M.: Railway wheel squeal: 2nd report, mechanism of specific squeal frequency. Bull. Jpn. Soc. Mech. Eng. 27, 301–308 (1984)Nakai, M., Chiba, Y., Yokoi, M.: Railway wheel squeal: 3rd report, squeal of a disk simulating a wheel in internal resonances. Bull. Jpn. Soc. Mech. Eng. 28, 500–507 (1985)Schneider, E., Popp, K., Irretier, H.: Noise generation in railway wheels due to rail-wheel contact forces. J. Sound Vib. 120(2), 227–244 (1988)Kraft, K.: Der Einfluß der Fahrgeschwindigkeit auf den Haftwert zwischen Rad und Schiene. Arch. für Eisenbahntechnik 22, 58–78 (1967)Fingberg, U.: A model of wheel-rail squealing noise. J. Sound Vib. 143(3), 365–377 (1990)Périard, F.: Wheel-Rail Noise Generation: Curve Squealing by Trams. Ph.D. thesis, Technische Universiteit Delft (1998)Heckl, M.A., Abrahams, I.D.: Curve squeal of train wheels, part 1: mathematical model for its generation. J. Sound Vib. 229(3), 669–693 (2000)Heckl, M.A.: Curve squeal of train wheels, part 2: which wheel modes are prone to squeal? J. Sound Vib. 229(3), 695–707 (2000)Heckl, M.A.: Curve squeal of train wheels: unstable modes and limit cycles. Proc. R. Soc. Lond. A: Math. Phys. Eng. Sci. 458, 1949–1965 (2002)Liu, X., Meehan, P.A.: Wheel squeal noise: a simplified model to simulate the effect of rolling speed and angle of attack. J. Sound Vib. 338, 184–198 (2015)Meehan, P.A., Liu, X.: Analytical prediction and investigation of wheel squeal amplitude. In: Anderson, D., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 139, pp 69–80. Springer, Heidelberg (2018)Kooijman, P.P., Van Vliet, W.J., Janssens, M.H.A., De Beer, F.G.: Curve squeal of railbound vehicles (part 2): set-up for measurement of creepage dependent friction coefficient. In: Proceedings of Internoise, vol. 3, pp. 1564–1567. Nice, France (2000)De Beer, F.G., Janssens, M.H.A., Kooijman, P.P.: Squeal noise of rail-bound vehicles influenced by lateral contact position. J. Sound Vib. 267(3), 497–507 (2003)Thompson, D.J., Hemsworth, B., Vincent, N.: Experimental validation of the TWINS prediction program for rolling noise, part 1: description of the model and method. J. Sound Vib. 193(1), 123–135 (1996)Monk-Steel, A., Thompson, D.J.: Models for railway curve squeal noise. In: VIII International Conference on Recent Advances in Structural Dynamics, Southampton, UK (2003)Barman, J.F., Katzenelson, J.: A generalized Nyquist-type stability criterion for multivariable feedback systems. Int. J. Control 20(4), 593–622 (1974)Huang, Z.Y., Thompson, D.J., Jones, C.J.C.: Squeal prediction for a bogied vehicle in a curve. In Schulte-Werning, B., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM vol. 99, pp. 313–319. Springer, Heidelberg (2008)Hsu, S.S., Huang, Z., Iwnicki, S.D., Thompson, D.J., Jones, C.J., Xie, G., Allen, P.D.: Experimental and theoretical investigation of railway wheel squeal. Proc. Inst. Mech. Eng. Part F: J. Rail Rapid Transit 221(1), 59–73 (2007)Squicciarini, G., Usberti, S., Thompson, D.J., Corradi, R., Barbera, A.: Curve squeal in the presence of two wheel/rail contact points. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 603–610. Springer, Heidelberg (2015)Xie, G., Allen, P.D., Iwnicki, S.D., Alonso, A., Thompson, D.J., Jones, C.J., Huang, Z.Y.: Introduction of falling friction coefficients into curving calculations for studying curve squeal noise. Veh. Syst. Dyn. 44(sup1), 261–271 (2006)Giménez, J.G., Alonso, A., Gómez, E.: Introduction of a friction coefficient dependent on the slip in the FastSim algorithm. Veh. Syst. Dyn. 43(4), 233–244 (2005)Chiello, O., Ayasse, J.B., Vincent, N., Koch, J.R.: Curve squeal of urban rolling stock—part 3: theoretical model. J. Sound Vib. 293(3), 710–727 (2006)Collette, C.: Importance of the wheel vertical dynamics in the squeal noise mechanism on a scaled test bench. Shock Vibr. 19(2), 145–153 (2012)Brunel, J.F., Dufrénoy, P., Naït, M., Muñoz, J.L., Demilly, F.: Transient models for curve squeal noise. J. Sound Vib. 293(3), 758–765 (2006)Glocker, C., Cataldi-Spinola, E., Leine, R.I.: Curve squealing of trains: measurement, modelling and simulation. J. Sound Vib. 324(1), 365–386 (2009)Pieringer, A.: A numerical investigation of curve squeal in the case of constant wheel/rail friction. J. Sound Vib. 333(18), 4295–4313 (2014)Pieringer, A., Kropp, W.: A time-domain model for coupled vertical and tangential wheel/rail interaction—a contribution to the modelling of curve squeal. In: Maeda, T., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 118, pp. 221–229. Springer, Heidelberg (2012)Pieringer, A., Baeza, L., Kropp. W.: Modelling of railway curve squeal including effects of wheel rotation. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 417–424. Springer, Heidelberg (2015)Zenzerovic, I., Pieringer, A., Kropp. W.: Towards an engineering model for curve squeal. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 433–440. Springer, Heidelberg (2015)Zenzerovic, I., Kropp, W., Pieringer, A.: An engineering time-domain model for curve squeal: tangential point-contact model and Green’s functions approach. J. Sound Vib. 376, 149–165 (2016)Pieringer, A., Torstensson, P.T., Giner, J., Baeza, L.: Investigation of railway curve squeal using a combination of frequency- and time-domain models. In: Anderson, D., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 139, pp 81–93. Springer, Heidelberg (2018)Chen, G.X., Xiao, J.B., Liu, Q.Y., Zhou. Z.R.: Complex eigenvalue analysis of railway curve squeal. In: Schulte-Werning, B., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 99, pp. 433–439. Springer, Heidelberg (2008)Fourie, D.J., Gräbe, P.J., Heyns, P.S., Fröhling, R.D.: Analysis of wheel squeal due to unsteady longitudinal creepage using the complex eigenvalue method. In: Anderson, D., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 139, pp 55–67. Springer, Heidelberg (2018)Wang, C., Dwight, R., Li, W., Jiang, J.: Prediction on curve squeal in the case of constant wheel rail friction coefficient. In: Anderson, D., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 139, pp XXX–XXX. Springer, Heidelberg (2018)Ding, B., Squicciarini, G., Thompson, D.J.: Effects of rail dynamics and friction characteristics on curve squeal. In: XIII International Conference on Motion and Vibration Control and XII International Conference on Recent Advances in Structural Dynamics (MoViC/RASD), Southampton (2016)Bleedorn, T.G., Johnstone. B.: Steerable steel wheel systems and wheel noise suppression. In: Conference Rec IAS 12th Annual Meeting, Los Angeles, California (1977)Koch, J.R., Vincent, N., Chollet, H., Chiello, O.: Curve squeal of urban rolling stock—part 2: parametric study on a 1/4 scale test rig. J. Sound Vib. 293(3), 701–709 (2006)Logston, C.F., Itami, G.S.: Locomotive friction-creep studies. ASME J. Eng. Ind. 102(3), 275–281 (1980)Ertz, M.: Creep force laws for wheel/rail contact with temperature-dependent coefficient of friction. In: 8th Mini Conference on Vehicle System Dynamics, Identification and Anomalies, Budapest (2002)Lang, W., Roth, R.: Optimale Kraftschlussausnutzung bei Hochleistungs-Schienenfahrzeugen. Eisenbahntechnische Rundsch. 42, 61–66 (1993)Polach, O.: Creep forces in simulations of traction vehicles running on adhesion limit. Wear 258(7), 992–1000 (2005)Zhang, W., Chen, J., Wu, X., Jin, X.: Wheel/rail adhesion and analysis by using full scale roller rig. Wear 253(1), 82–88 (2002)Harrison, H., McCanney, T., Cotter, J.: Recent developments in coefficient of friction measurements at the rail/wheel interface. Wear 253(1), 114–123 (2002)Gallardo-Hernandez, E.A., Lewis, R.: Twin disc assessment of wheel/rail adhesion. Wear 265(9), 1309–1316 (2008)Fletcher, D.I., Lewis, S.: Creep curve measurement to support wear and adhesion modelling, using a continuously variable creep twin disc machine. Wear 298–299, 57–65 (2013)Fletcher, D.I.: A new two-dimensional model of rolling–sliding contact creep curves for a range of lubrication types. Proc. Inst. Mech. Eng. Part J: J. Eng. Tribol. 227(6), 529–537 (2013)Matsumoto, A., Sato, Y., Ono, H., Wang, Y., Yamamoto, M., Tanimoto, M., Oka, Y.: Creep force characteristics between rail and wheel on scaled model. Wear 253(1), 199–203 (2002)Janssens, M.H.A., van Vliet, W.J., Kooijman, P.P., De Beer, F.G.: Curve squeal of railbound vehicles (part 3): measurement method and results. In: Proceedings of Internoise, vol. 3, pp. 1568–1571, Nice, France (2000)Monk-Steel, A.D., Thompson, D.J., De Beer, F.G., Janssens, M.H.A.: An investigation into the influence of longitudinal creepage on railway squeal noise due to lateral creepage. J. Sound Vib. 293(3), 766–776 (2006)Liu, X., Meehan, P.A.: Investigation of the effect of lateral adhesion and rolling speed on wheel squeal noise. Proc. Inst. Mech. Eng. Part F: J. Rail Rapid Transit 227(5), 469–480 (2013)Liu, X., Meehan, P.A.: Investigation of the effect of relative humidity on lateral force in rolling contact and curve squeal. Wear 310(1), 12–19 (2014)Liu, X., Meehan, P.A.: Investigation of squeal noise under positive friction characteristics condition provided by friction modifiers. J. Sound Vib. 371, 393–405 (2016)Jie, E., Kim, J.Y., Hwang, D.H., Lee, J.H., Kim, K.J., Kim, J.C.: An experimental study of squeal noise characteristics for railways using a scale model test rig. In: J. Pombo (ed.) Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance, Cagliari, Sardinia, Italy (2016)Eadie, D.T., Santoro, M., Kalousek, J.: Railway noise and the effect of top of rail liquid friction modifiers: changes in sound and vibration spectral distributions in curves. Wear 258(7), 1148–1155 (2005)Bullen, R., Jiang, J.: Algorithms for detection of rail wheel squeal. In: 20th International Congress on Acoustics 2010, ICA 2010—Incorporating Proceedings of the 2010 Annual Conference of the Australian Acoustical Society. pp. 2212–2216 (2010)Stefanelli, R., Dual, J., Cataldi-Spinola, E.: Acoustic modelling of railway wheels and acoustic measurements to determine involved eigenmodes in the curve squealing phenomenon. Veh. Syst. Dyn. 44(sup1), 286–295 (2006)Vincent, N., Koch, J.R., Chollet, H., Guerder, J.Y.: Curve squeal of urban rolling stock—part 1: state of the art and field measurements. J. Sound Vib. 293(3), 691–700 (2006)Anderson, D., Wheatley, N.: Mitigation of wheel squeal and flanging noise on the Australian network. In: Schulte-Werning, B., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 99, pp. 399–405. Springer, Heidelberg (2008)Curley, D., Anderson, D.C., Jiang, J., Hanson, D.: Field trials of gauge face lubrication and top-of-rail friction modification for curve noise mitigation. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 449–456. Springer, Heidelberg (2015)Jiang, J., Hanson, D., Dowdell, B.: Wheel squeal—insights from wayside condition monitoring measurements and field trials. In: Anderson, D., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 139, pp 41–53. Springer, Heidelberg (2018)Jiang, J., Dwight, R., Anderson, D.: Field verification of curving noise mechanisms. In: Maeda, T., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 118, pp. 349–356. Springer, Heidelberg (2012)Jiang, J., Anderson, D.C., Dwight, R.: The mechanisms of curve squeal. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 587–594. Springer, Heidelberg (2015)Fourie, D.J., Gräbe, P.J., Heyns, P.S., Fröhling, R.D.: Experimental characterisation of railway wheel squeal occurring in large-radius curves. Proc. Inst. Mech. Eng. Part F: J. Rail Rapid Transit 230(6), 1561–1574 (2016)Corradi, R., Crosio, P., Manzoni, S., Squicciarini, G.: Experimental investigation on squeal noise in tramway sharp curves. In: Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven (2011)Merideno, I., Nieto, J., Gil-Negrete, N., Landaberea, A., Iartza, J.: Constrained layer damper modelling and performance evaluation for eliminating squeal noise in trams. Shock and Vibration (2014)Nelson J.T.: Wheel/rail noise control manual, TCRP Report 23 (1997)Krüger, F.: Schall- und Erschütterungsschutz im Schienenverkehr. Expert Verlag, Renningen (2001)Elbers, F., Verheijen, E.: Railway noise technical measures catalogue, UIC report UIC003-01-04fe (2013)Oertli, J.: Combatting curve squeal, phase II, final report, UIC (2005)Eadie, D.T., Santoro, M., Powell, W.: Local control of noise and vibration with KELTRACK™ friction modifier and protector® trackside application: an integrated solution. J. Sound Vib. 267(3), 761–772 (2003)Eadie, D.T., Santoro, M.: Top-of-rail friction control for curve noise mitigation and corrugation rate reduction. J. Sound Vib. 293(3), 747–757 (2006)Suda, Y., Iwasa, T., Komine, H., Tomeoka, M., Nakazawa, H., Matsumoto, K., Nakai, T., Tanimoto, M., Kishimoto, Y.: Development of onboard friction control. Wear 258(7), 1109–1114 (2005)Bühler, S., Thallemer, B.: How to avoid squeal noise on railways: state of the art and practical experience. In: Schulte-Werning, B., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 99, pp. 406–411. Springer, Heidelberg (2008)Jones, C.J.C., Thompson, D.J.: Rolling noise generated by railway wheels with visco-elastic layers. J. Sound Vib. 231(3), 779–790 (2000)Wetta, P., Demilly, F.: Reduction of wheel squeal noise generated on curves or during braking. In 11th International of Wheelset Congress, Paris (1995)Brunel, J.F., Dufrénoy, P., Demilly, F.: Modelling of squeal noise attenuation of ring damped wheels. Appl. Acoust. 65(5), 457–471 (2004)Marjani, S.R., Younesian, D.: Suppression of train wheel squeal noise by shunted piezoelectric elements. Int. J. Struct. Stab. Dyn. (2016)Heckl, M.A., Huang, X.Y.: Curve squeal of train wheels, part 3: active control. J. Sound Vib. 229(3), 709–735 (2000)Thompson, D.J., Jones, C.J.C., Waters, T.P., Farrington, D.: A tuned damping device for reducing noise from railway track. Appl. Acoust. 68(1), 43–57 (2007)Jiang, J., Ying, I., Hanson, D., Anderson, D.C.: An investigation of the influence of track dynamics on curve noise. In: Nielsen, J.C.O., et al. (eds.) Noise and Vibration Mitigation for Rail Transportation Systems. NNFM, vol. 126, pp. 441–448. Springer, Heidelberg (2015)Toward, M., Squicciarini, G., Thompson, D.J.: Reducing freight wagon noise at source. Int. Railway J. March, 47–49 (2015)Illingworth, R., Pollard, M.G.: The use of steering axle suspensions to reduce wheel and rail wear in curves. Proc. Inst. Mech. Eng. 196(1), 379–385 (1982)Garcia, J.F., Olaizola, X., Martin, L.M., Gimenez, J.G.: Theoretical comparison between different configurations of radial and conventional bogies. Veh. Syst. Dyn. 33(4), 233–259 (2000)Bruni, S., Goodall, R., Mei, T.X., Tsunashima, H.: Control and monitoring for railway vehicle dynamics. Veh. Syst. Dyn. 45(7–8), 743–779 (2007)Hiensch, M., Larsson, P.O., Nilsson, O., Levy, D., Kapoor, A., Franklin, F., Nielsen, J., Ringsberg, J., Josefson, L.: Two-material rail development: field test results regarding rolling contact fatigue and squeal noise behaviour. Wear 258(7), 964–972 (2005)Kopp, E.: Fünf Jahre Erfahrungen mit asymmetrisch geschliffenen Schienenprofilen. Eisenbahn Techn. Rundsch. 40, 665 (1991

    Linking Employee Stakeholders to Environmental Performance: The Role of Proactive Environmental Strategies and Shared Vision

    Get PDF
    Drawing on the natural-resource-based view (NRBV), we propose that employee stakeholder integration is linked to environmental performance through firms’ proactive environmental strategies, and that this link is contingent on shared vision. We tested our model with a cross-country and multi-industry sample. In support of our theory, results revealed that firms’ proactive environmental strategies translated employee stakeholder integration into environmental performance. This relationship was pronounced for high levels of shared vision. Our findings demonstrate that shared vision represents a key condition for advancing the corporate greening agenda through proactive environmental strategies. We discuss implications for the CSR and the environmental management literatures, with a particular focus on the NRBV and stakeholder integration debates
    corecore