000 | 03313nlm1a2200445 4500 | ||
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001 | 668558 | ||
005 | 20231030042152.0 | ||
035 | _a(RuTPU)RU\TPU\network\39785 | ||
035 | _aRU\TPU\network\39003 | ||
090 | _a668558 | ||
100 | _a20221227a2022 k y0engy50 ba | ||
101 | 0 | _aeng | |
102 | _aCH | ||
135 | _adrcn ---uucaa | ||
181 | 0 | _ai | |
182 | 0 | _ab | |
200 | 1 |
_aNumerical Study for Determining the Strength Limits of a Powered Longwall Support _fD. Szurgacz, K. Trzop, Gil Jan [et al.] |
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203 |
_aText _celectronic |
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300 | _aTitle screen | ||
320 | _a[References: 76 tit.] | ||
330 | _aThe process of designing a longwall powered support is extremely complex and requires many operations related to the creation of a complete machine. The powered support section is one of the basic elements of the longwall system. It acts as protection for the working space and takes part in the process of excavating and transporting the spoil. The implementation of the support that meets the guidelines of the manufacturer and user requires an endurance analysis at the design stage conducted according to the regulations in force. The main objective of this research, pursued by the authors, was to perform the analysis of the ultimate strength of selected elements of the designed powered support section. The research was carried out with the use of special software that uses the finite element method. This article presents the analysis of the strength limits conducted with the help of the finite element method, determining the strength of selected elements of the longwall support section. The solutions proposed by the authors include changes in the structure and properties of the material in the design process. The aim of the proposed solution was to obtain a model with strength value that meets safety standards. The research results are a valuable source of knowledge for designers. Solutions of this type set examples for spatial models of the longwall support section being designed currently. The analysis presented in the article, together with the results of the research and the conclusions resulting from them, may improve the safety and effectiveness of powered supports. | ||
461 | _tProcesses | ||
463 |
_tVol. 10, iss. 3 _v[527, 17 p.] _d2022 |
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610 | 1 | _aэлектронный ресурс | |
610 | 1 | _aтруды учёных ТПУ | |
610 | 1 | _afinite element method (FEM) | |
610 | 1 | _amining | |
610 | 1 | _anumerical modeling | |
610 | 1 | _apower roof supports | |
610 | 1 | _asafety | |
701 | 1 |
_aSzurgacz _bD. _gDawid |
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701 | 1 |
_aTrzop _bK. _gKonrad |
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701 | 0 | _aGil Jan | |
701 | 1 |
_aZhironkin _bS. A. _ceconomist _cProfessor of Tomsk Polytechnic University, Doctor of economic science _f1975- _gSergey Aleksandrovich _2stltpush _3(RuTPU)RU\TPU\pers\33531 |
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701 | 1 |
_aPokorny _bJ. _gJiri |
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701 | 1 |
_aGondek _bH. _gHorst |
|
712 | 0 | 2 |
_aНациональный исследовательский Томский политехнический университет _bШкола базовой инженерной подготовки _bОтделение социально-гуманитарных наук _h8033 _2stltpush _3(RuTPU)RU\TPU\col\23512 |
801 | 2 |
_aRU _b63413507 _c20221227 _gRCR |
|
856 | 4 | _uhttps://doi.org/10.3390/pr10030527 | |
942 | _cCF |