Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite

In order to reveal the influence of prophase stress levels on the fatigue damage characteristics of granite, uniaxial fatigue tests of granite with different prophase stress levels were carried out on the basis of the MTS 815.04 rock mechanics test system. The results show that, under the same numbe...

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Main Authors: Tianzuo Wang, Mengya Xue, Peng Sha, Fei Xue, Linxiang Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/5513910
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author Tianzuo Wang
Mengya Xue
Peng Sha
Fei Xue
Linxiang Wang
author_facet Tianzuo Wang
Mengya Xue
Peng Sha
Fei Xue
Linxiang Wang
author_sort Tianzuo Wang
collection DOAJ
description In order to reveal the influence of prophase stress levels on the fatigue damage characteristics of granite, uniaxial fatigue tests of granite with different prophase stress levels were carried out on the basis of the MTS 815.04 rock mechanics test system. The results show that, under the same number of cycles, the failure degree increases with the increase of the prophase stress level. Under the low upper limit of cyclic stress, the tangent modulus and dissipated energy increase significantly with the increase of prophase stress level at the early stage of the cycle loading, while the increasing trend is not obvious with the increase of prophase stress level at the late stage. Under the high upper limit of cyclic stress, the tangent modulus and dissipated energy are less affected by the prophase stress level. The development trend of elastic release energy is not obvious with the increase of prophase stress level, which is less affected by the number of cycles. From the damage parameters defined by dissipative energy, under the low upper limit of cyclic stress, the initial damage is less affected by the prophase stress level. With the increase of the number of cycles, the influence of the prophase stress level on the development trend of the damage variable increases gradually. And the development trend of damage variables shows “C-shaped” damage.
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institution Kabale University
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language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-5ea589f8419b4929b6a6d80e40d933092025-02-03T06:12:00ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/55139105513910Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of GraniteTianzuo Wang0Mengya Xue1Peng Sha2Fei Xue3Linxiang Wang4Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, College of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaIn order to reveal the influence of prophase stress levels on the fatigue damage characteristics of granite, uniaxial fatigue tests of granite with different prophase stress levels were carried out on the basis of the MTS 815.04 rock mechanics test system. The results show that, under the same number of cycles, the failure degree increases with the increase of the prophase stress level. Under the low upper limit of cyclic stress, the tangent modulus and dissipated energy increase significantly with the increase of prophase stress level at the early stage of the cycle loading, while the increasing trend is not obvious with the increase of prophase stress level at the late stage. Under the high upper limit of cyclic stress, the tangent modulus and dissipated energy are less affected by the prophase stress level. The development trend of elastic release energy is not obvious with the increase of prophase stress level, which is less affected by the number of cycles. From the damage parameters defined by dissipative energy, under the low upper limit of cyclic stress, the initial damage is less affected by the prophase stress level. With the increase of the number of cycles, the influence of the prophase stress level on the development trend of the damage variable increases gradually. And the development trend of damage variables shows “C-shaped” damage.http://dx.doi.org/10.1155/2021/5513910
spellingShingle Tianzuo Wang
Mengya Xue
Peng Sha
Fei Xue
Linxiang Wang
Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
Shock and Vibration
title Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
title_full Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
title_fullStr Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
title_full_unstemmed Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
title_short Study on the Influence of Different Prophase Stress Levels on the Fatigue Damage Characteristics of Granite
title_sort study on the influence of different prophase stress levels on the fatigue damage characteristics of granite
url http://dx.doi.org/10.1155/2021/5513910
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