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    Experimental and Numerical Study of the Uniaxial Compressive Strength of Ice with Initial Fibrous Pore: Effects of Temperature and Loading Rate

    Source: Journal of Cold Regions Engineering:;2024:;Volume ( 038 ):;issue: 003::page 04024024-1
    Author:
    Huimin Han
    ,
    Lei Shen
    ,
    Jingqiang Liu
    ,
    Zongmei Xu
    ,
    Dragoslav Sumarac
    ,
    Maosen Cao
    DOI: 10.1061/JCRGEI.CRENG-751
    Publisher: American Society of Civil Engineers
    Abstract: Ice compressive strength is a key property for investigating the interaction between ice and structures. In this research, a digital image correlation (DIC) technique is developed to measure the complete deformation range of ice samples in uniaxial compression tests that were conducted at different temperatures and loading rates. This method overcomes the limitations of traditional deformation measurement techniques, such as low accuracy and single-point measurements. The ice specimens are generated with initial fibrous pores instead of sphere pores for simulation. This innovative method enables the shear and splitting failure modes to be captured, which are consistent with the test results in this research. The experiments and numerical simulations reveal that the compressive strength increases when the temperature decreases and the loading rate increases. In contrast, the maximum strain decreases with lower temperatures and higher loading rates. This research introduces a novel numerical simulation procedure to study compressive ice deformation and offers experimental approaches for real-time and noncontact measurement of ice deformation at low loading rates. In this research, several experiments are conducted at three different temperatures (−25°C, −30°C, and −35°C) and loading rates (1, 3, and 5 mm/min). The experimental observations reveal that varying failure modes depend on the strain rate. In addition, a correlation between the compressive strength, temperature, and strain rate is confirmed. In addition, this research investigates the application of digital image technology (DIC) for the real-time and noncontact measurement of ice deformation. The use of noncontact strain measurement technology overcomes the limitations of traditional deformation measurement methods. In addition, noncontact measurements could improve the precision and dependability of ice deformation monitoring and provide more accurate observations and a better understanding of ice behavior. In addition, it could be used in future applications in this field, which opens up new research possibilities concerning ice deformation. This new technique offers a valuable contribution to advancing ice deformation measurement research.
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      Experimental and Numerical Study of the Uniaxial Compressive Strength of Ice with Initial Fibrous Pore: Effects of Temperature and Loading Rate

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    contributor authorHuimin Han
    contributor authorLei Shen
    contributor authorJingqiang Liu
    contributor authorZongmei Xu
    contributor authorDragoslav Sumarac
    contributor authorMaosen Cao
    date accessioned2024-12-24T10:24:11Z
    date available2024-12-24T10:24:11Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJCRGEI.CRENG-751.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298850
    description abstractIce compressive strength is a key property for investigating the interaction between ice and structures. In this research, a digital image correlation (DIC) technique is developed to measure the complete deformation range of ice samples in uniaxial compression tests that were conducted at different temperatures and loading rates. This method overcomes the limitations of traditional deformation measurement techniques, such as low accuracy and single-point measurements. The ice specimens are generated with initial fibrous pores instead of sphere pores for simulation. This innovative method enables the shear and splitting failure modes to be captured, which are consistent with the test results in this research. The experiments and numerical simulations reveal that the compressive strength increases when the temperature decreases and the loading rate increases. In contrast, the maximum strain decreases with lower temperatures and higher loading rates. This research introduces a novel numerical simulation procedure to study compressive ice deformation and offers experimental approaches for real-time and noncontact measurement of ice deformation at low loading rates. In this research, several experiments are conducted at three different temperatures (−25°C, −30°C, and −35°C) and loading rates (1, 3, and 5 mm/min). The experimental observations reveal that varying failure modes depend on the strain rate. In addition, a correlation between the compressive strength, temperature, and strain rate is confirmed. In addition, this research investigates the application of digital image technology (DIC) for the real-time and noncontact measurement of ice deformation. The use of noncontact strain measurement technology overcomes the limitations of traditional deformation measurement methods. In addition, noncontact measurements could improve the precision and dependability of ice deformation monitoring and provide more accurate observations and a better understanding of ice behavior. In addition, it could be used in future applications in this field, which opens up new research possibilities concerning ice deformation. This new technique offers a valuable contribution to advancing ice deformation measurement research.
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Study of the Uniaxial Compressive Strength of Ice with Initial Fibrous Pore: Effects of Temperature and Loading Rate
    typeJournal Article
    journal volume38
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/JCRGEI.CRENG-751
    journal fristpage04024024-1
    journal lastpage04024024-15
    page15
    treeJournal of Cold Regions Engineering:;2024:;Volume ( 038 ):;issue: 003
    contenttypeFulltext
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