Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load

To study the dynamic mechanical properties and energy consumption of fissured sandstone with different dip angles under impact load, impact compression tests were conducted on seven groups of and intact and fractured sandstone specimens with different dip angles using the split Hopkinson pressure ba...

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Main Authors: Qi Ping, Shuo Wang, Yulin Wu, Shijia Sun, Kaifan Shen, Chen Wang, Qi Gao, Chenglong Fang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/5335357
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author Qi Ping
Shuo Wang
Yulin Wu
Shijia Sun
Kaifan Shen
Chen Wang
Qi Gao
Chenglong Fang
author_facet Qi Ping
Shuo Wang
Yulin Wu
Shijia Sun
Kaifan Shen
Chen Wang
Qi Gao
Chenglong Fang
author_sort Qi Ping
collection DOAJ
description To study the dynamic mechanical properties and energy consumption of fissured sandstone with different dip angles under impact load, impact compression tests were conducted on seven groups of and intact and fractured sandstone specimens with different dip angles using the split Hopkinson pressure bar (SHPB) device with 0.3 MPa air pressure. The influence of dip fissures on the crushing shape, dynamic compressive strength, dynamic elastic modulus, dynamic peak strain, dynamic average strain rate, dynamic stress-strain curve, and energy consumption of rock specimens was systematically analyzed. The results show that the 45° fissure angle is the best fragile angle according to the failure mode and dynamic compressive strength of the specimen and that difference in specimen failure modes specimens is attributed to the existence of fractures with different dip angles. The dynamic elastic modulus reaches the minimum when the fissure angle is 45° and the maximum when the fissure angle is 90°. The dynamic peak strain is the lowest and minimal influence of fissure angle on the average strain rate of the specimen is presented when the fissure angle is 45°. From the stress-strain curves, the two specimen ends are most vulnerable to the relative sliding and dislocation of the lateral fissure angle during impact compression when the fissure angle is 45°. With stable incident energy in the test, a prominent relationship exists between the reflected energy, transmission energy, and energy consumption and the fissure angles. In addition, the fissure angle exhibits a prominent influence on reflected energy and the energy consumption of the specimen when the fissure angle ranges from 45° to 60°.
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issn 1875-9203
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spelling doaj-art-4ef1c29bd2a94ed08706d6323224b6a82025-02-03T01:08:46ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/5335357Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact LoadQi Ping0Shuo Wang1Yulin Wu2Shijia Sun3Kaifan Shen4Chen Wang5Qi Gao6Chenglong Fang7State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal MineResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringResearch Center of Mine Underground EngineeringTo study the dynamic mechanical properties and energy consumption of fissured sandstone with different dip angles under impact load, impact compression tests were conducted on seven groups of and intact and fractured sandstone specimens with different dip angles using the split Hopkinson pressure bar (SHPB) device with 0.3 MPa air pressure. The influence of dip fissures on the crushing shape, dynamic compressive strength, dynamic elastic modulus, dynamic peak strain, dynamic average strain rate, dynamic stress-strain curve, and energy consumption of rock specimens was systematically analyzed. The results show that the 45° fissure angle is the best fragile angle according to the failure mode and dynamic compressive strength of the specimen and that difference in specimen failure modes specimens is attributed to the existence of fractures with different dip angles. The dynamic elastic modulus reaches the minimum when the fissure angle is 45° and the maximum when the fissure angle is 90°. The dynamic peak strain is the lowest and minimal influence of fissure angle on the average strain rate of the specimen is presented when the fissure angle is 45°. From the stress-strain curves, the two specimen ends are most vulnerable to the relative sliding and dislocation of the lateral fissure angle during impact compression when the fissure angle is 45°. With stable incident energy in the test, a prominent relationship exists between the reflected energy, transmission energy, and energy consumption and the fissure angles. In addition, the fissure angle exhibits a prominent influence on reflected energy and the energy consumption of the specimen when the fissure angle ranges from 45° to 60°.http://dx.doi.org/10.1155/2022/5335357
spellingShingle Qi Ping
Shuo Wang
Yulin Wu
Shijia Sun
Kaifan Shen
Chen Wang
Qi Gao
Chenglong Fang
Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
Shock and Vibration
title Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
title_full Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
title_fullStr Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
title_full_unstemmed Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
title_short Study on Mechanical Properties and Energy Consumption of Fissured Sandstone with Different Dip Angles under Impact Load
title_sort study on mechanical properties and energy consumption of fissured sandstone with different dip angles under impact load
url http://dx.doi.org/10.1155/2022/5335357
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