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005 20231030042152.0
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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.]
203 _aText
_celectronic
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
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
701 1 _aTrzop
_bK.
_gKonrad
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
701 1 _aPokorny
_bJ.
_gJiri
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