| 000 | 03959nlm1a2200469 4500 | ||
|---|---|---|---|
| 001 | 669577 | ||
| 005 | 20231030042227.0 | ||
| 035 | _a(RuTPU)RU\TPU\network\40829 | ||
| 035 | _aRU\TPU\network\40584 | ||
| 090 | _a669577 | ||
| 100 | _a20230628a2023 k y0engy50 ba | ||
| 101 | 0 | _aeng | |
| 135 | _adrcn ---uucaa | ||
| 181 | 0 | _ai | |
| 182 | 0 | _ab | |
| 200 | 1 |
_aReducing Oscillations in Suspension of Mine Monorail Track _fV. O. Gutarevich, N. V. Martyushev, R. V. Klyuev [et al.] |
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| 203 |
_aText _celectronic |
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| 300 | _aTitle screen | ||
| 320 | _a[References: 24 tit.] | ||
| 330 | _aPurpose: The goal of this work is to reduce the effect of dynamic loads on the mine timbering through the use of the elastic devices contained in the monorail suspension and to justify their parameters. Methods and materials: The article considers the developed mathematical model of vertical oscillations of the monorail track, which allows setting the interconnection between the rolling stock parameters and dynamic loads in the suspension. At vertical oscillations of the monorail and under the effect of harmonic disturbing force caused by the movement of the suspension, the system of the monorail suspension can be represented in the form of a dual-mass system. Results: As a result, the equations for oscillation amplitudes of the monorail elements were obtained and damping coefficient of suspension was defined. The obtained results suggest setting reasonable parameters of the monorail fastening, which offers the possibility to decrease dynamic loads occurring during the operation of the mine suspended monorail tracks. The proposed monorail suspension makes it possible to reduce the dynamic loads formed during the movement of the rolling stock by 30–40% and can be used to modernize existing mine suspended monorails. Discussion: Analysis of the obtained results shows that in order to reduce the vibration amplitudes of a suspended monorail mine, it is appropriate to use suspension systems for rolling stock and a monorail track, consisting of elastic elements. The parameters required for this can be determined using the proposed method, and required rigidity of the monorail track is provided by embedding elastic supports into its suspension system. Conclusions: The obtained results allow setting reasonable parameters of the monorail fastening of the mine suspended monorail tracks. The proposed monorail suspension makes it possible to minimize the dynamic loads formed during the movement of rolling stock and can be used to modernize existing mine suspension monorails. | ||
| 461 | _tApplied Sciences | ||
| 463 |
_tVol. 13, iss. 8 _v[4671, 14 p.] _d2023 |
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| 610 | 1 | _aэлектронный ресурс | |
| 610 | 1 | _aтруды учёных ТПУ | |
| 610 | 1 | _amonorail track | |
| 610 | 1 | _arolling stock | |
| 610 | 1 | _amathematical model | |
| 610 | 1 | _aoscillations | |
| 610 | 1 | _adynamic loads | |
| 610 | 1 | _aamplitude | |
| 610 | 1 | _afrequency | |
| 701 | 1 |
_aGutarevich _bV. O. _gViktor Olegovich |
|
| 701 | 1 |
_aMartyushev _bN. V. _cspecialist in the field of material science _cAssociate Professor of Tomsk Polytechnic University, Candidate of technical sciences _f1981- _gNikita Vladimirovich _2stltpush _3(RuTPU)RU\TPU\pers\32906 |
|
| 701 | 1 |
_aKlyuev _bR. V. _gRoman Vladimirovich |
|
| 701 | 1 |
_aKukartsev _bV. A. _gViktor Alekseevich |
|
| 701 | 1 |
_aKukartsev _bV. V. _gVladislav Viktorovich |
|
| 701 | 1 |
_aYushkova _bL. V. _gLyudmila Valerjevna |
|
| 701 | 1 |
_aKorpacheva _bL. N. _gLarisa Nikolaevna |
|
| 712 | 0 | 2 |
_aНациональный исследовательский Томский политехнический университет _bИнженерная школа новых производственных технологий _bОтделение материаловедения _h7871 _2stltpush _3(RuTPU)RU\TPU\col\23508 |
| 801 | 2 |
_aRU _b63413507 _c20230628 _gRCR |
|
| 856 | 4 | _uhttps://doi.org/10.3390/app13084671 | |
| 942 | _cCF | ||