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Comparison of Local Load Influence on Crack Evolution of Coal and Briquette Coal Samples

Author(s):



Medium: journal article
Language(s): English
Published in: Advances in Civil Engineering, , v. 2018
Page(s): 1-12
DOI: 10.1155/2018/1790785
Abstract:

Taking raw coal and briquette coal samples with preset center holes as research objects, this paper makes a systematic analysis and research of crack evolution laws of the two different coal samples under the local load. The results show that the raw coal and briquette coal samples are different mainly in number, dimension, and complexity of the internal microstructures, so it is not right to replace raw coal with briquette coal when performing observational study of the crack evolution of microstructures; under the effect of local load, local property, randomness of crack initiation position, and crack initiation stress of raw coal samples are greater than those of briquette coal samples; law of instantaneous maximum effective cut-through rate of raw coal samples is more complex than that of briquette coals; under the effect of uniformly distributed load, end effect factorFe, sample microstructure influencing factorFs, and preset center hole factorFhare the major factors influencing crack growth, among which the amplified end effect factorFeand sample microstructure influencing factorFsare dominant factors; under the effect of local load, local load influencing factorFp, end effect factorFe, sample microstructure influencing factorFs,and preset center hole factorFsare the major factors influencing crack growth, among which the local load influencing factorFp, end effect factorFe, and sample microstructure influencing factorFsare dominant factors. Compared with briquette coal samples, raw coal samples are more sensitive to influencing factors, such as local load influencing factorFp, end effect factorFe, sample microstructure influencing factorFs, and preset center hole factorFh, and can aggravate the influence of these factors on the crack growth; the paper also puts forward a method for describing local load based on a coupling mechanical model of uniaxial compression and local shear.

Copyright: © 2018 Hongbao Zhao et al.
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10176447
  • Published on:
    30/11/2018
  • Last updated on:
    02/06/2021
 
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