Dynamic fracturing and deformation of geomaterials-a multiscale experimental and analytical approach
Understanding the dynamic fracturing and deformation behaviour of geomaterials, such as concrete and rock, is essential for underground infrastructure safety. This study integrates experimental techniques, including the Triaxial Hopkinson Bar (Tri-HB) system, digital image correlation (DIC), digital...
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Published in | I-Manager's Journal on Civil Engineering Vol. 14; no. 4; p. 1 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Nagercoil
iManager Publications
01.12.2024
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Online Access | Get full text |
ISSN | 2231-1068 2249-0779 |
DOI | 10.26634/jce.14.4.21720 |
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Abstract | Understanding the dynamic fracturing and deformation behaviour of geomaterials, such as concrete and rock, is essential for underground infrastructure safety. This study integrates experimental techniques, including the Triaxial Hopkinson Bar (Tri-HB) system, digital image correlation (DIC), digital volume correlation (DVC), acoustic emission (AE), and high-speed X-ray phase contrast imaging (XPCI), to analyse the mechanical and fracturing properties of geomaterials under high strain rates. The findings reveal the interplay between stress confinement, strain rates, and microcrack evolution. A machine learning-based crack classification method is proposed to distinguish crack types and their evolution. This study provides a foundation for numerical modelling and further engineering applications. |
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AbstractList | Understanding the dynamic fracturing and deformation behaviour of geomaterials, such as concrete and rock, is essential for underground infrastructure safety. This study integrates experimental techniques, including the Triaxial Hopkinson Bar (Tri-HB) system, digital image correlation (DIC), digital volume correlation (DVC), acoustic emission (AE), and high-speed X-ray phase contrast imaging (XPCI), to analyse the mechanical and fracturing properties of geomaterials under high strain rates. The findings reveal the interplay between stress confinement, strain rates, and microcrack evolution. A machine learning-based crack classification method is proposed to distinguish crack types and their evolution. This study provides a foundation for numerical modelling and further engineering applications. |
Author | Haoyu, Wang |
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Cites_doi | 10.1002/nag.2356 10.1061/(ASCE)EM.1943-7889.0001428 10.1007/s00603-017-1364-2 10.1111/j.1365-3121.1993.tb00280.x 10.1785/BSSA0580010399 10.1016/j.engstruct.2014.03.020 10.1051/epjconf/20159401031 10.1002/suco.202201150 10.1007/s00603-010-0095-4 10.1007/978-3-030-60242-0_73 10.1016/j.ijrmms.2004.04.006 10.12989/gae.2022.29.2.099 10.1016/0013-7944(94)00203-T 10.1007/s00603-013-0463-y 10.1016/j.ijrmms.2022.105084 10.1007/s11340-018-0390-7 10.1016/j.ijimpeng.2019.103363 10.1007/s40870-017-0139-x 10.1016/j.ijmst.2020.06.002 10.1016/j.ijimpeng.2005.10.004 10.1007/s40870-022-00350-x 10.1016/j.tws.2017.11.051 10.1016/j.ijrmms.2014.09.015 |
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SubjectTerms | Acoustic emission Acoustics Cement Civil engineering Classification Concrete Crack initiation Crack propagation Deformation Digital imaging Earthquakes Energy dissipation Failure Fracturing Geomaterials High strain rate Infrastructure Machine learning Measurement techniques Mechanics Microcracks Mining Numerical models Phase contrast Propagation Seismic engineering |
Title | Dynamic fracturing and deformation of geomaterials-a multiscale experimental and analytical approach |
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