Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading

In this paper, several sandstone specimens are prepared and subjected to uniaxial compression and cyclic loading. For each specimen, the loading segment of the stress-strain curve was fitted, and the peak slope of this segment was taken as the elastic modulus of the specimen in that cycle. It is lea...

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Main Authors: Chengjie Li, Peijie Lou, Shuling Liang, Mingming Feng, Bin Pan
Format: Article
Language:English
Published: Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek 2020-01-01
Series:Tehnički Vjesnik
Subjects:
Online Access:https://hrcak.srce.hr/file/343932
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spelling doaj-9ed45feafdd64d0f86641b588b546e3c2020-11-25T03:10:55ZengFaculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek Tehnički Vjesnik1330-36511848-63392020-01-01272604610Pre-Peak Deformation and Damage Features of Sandstone under Cyclic LoadingChengjie Li0Peijie Lou1Shuling Liang2Mingming Feng3Bin Pan4School of Civil and Architectural Engineering, Anhui University of Science and Technology, 232001 Huainan, China1) School of Civil and Architectural Engineering, Anhui University of Science and Technology, 232001 Huainan, China, 2) Opening Laboratory for Deep Mine Construction, Henan Polytechnic University, 454000 Jiaozuo, China, 3) Center for Post-Doctoral StudiesSchool of Civil and Architectural Engineering, Anhui University of Science and Technology, 232001 Huainan, ChinaSchool of Civil and Architectural Engineering, Anhui University of Science and Technology, 232001 Huainan, ChinaSchool of Civil and Architectural Engineering, Anhui University of Science and Technology, 232001 Huainan, ChinaIn this paper, several sandstone specimens are prepared and subjected to uniaxial compression and cyclic loading. For each specimen, the loading segment of the stress-strain curve was fitted, and the peak slope of this segment was taken as the elastic modulus of the specimen in that cycle. It is learned that, under cyclic loading, the elastic modulus of each specimen increased with the growing number of load cycles, and tended to be stable; meanwhile, strain hardening was observed on all specimens. Moreover, the specimens are similar in corresponding stress, although varied in corresponding strain. In the same cycle, the tangent modulus of the loading phase was smaller than that of the unloading phase under the same stress. Finally, the damage variables of sandstone specimens under cyclic loading were defined from the angle of energy, revealing that the damage variables had logarithmic growth with the load cycles in the later stage.https://hrcak.srce.hr/file/343932accumulation energydamage variablepre-peak phasestrain hardening
collection DOAJ
language English
format Article
sources DOAJ
author Chengjie Li
Peijie Lou
Shuling Liang
Mingming Feng
Bin Pan
spellingShingle Chengjie Li
Peijie Lou
Shuling Liang
Mingming Feng
Bin Pan
Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
Tehnički Vjesnik
accumulation energy
damage variable
pre-peak phase
strain hardening
author_facet Chengjie Li
Peijie Lou
Shuling Liang
Mingming Feng
Bin Pan
author_sort Chengjie Li
title Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
title_short Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
title_full Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
title_fullStr Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
title_full_unstemmed Pre-Peak Deformation and Damage Features of Sandstone under Cyclic Loading
title_sort pre-peak deformation and damage features of sandstone under cyclic loading
publisher Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
series Tehnički Vjesnik
issn 1330-3651
1848-6339
publishDate 2020-01-01
description In this paper, several sandstone specimens are prepared and subjected to uniaxial compression and cyclic loading. For each specimen, the loading segment of the stress-strain curve was fitted, and the peak slope of this segment was taken as the elastic modulus of the specimen in that cycle. It is learned that, under cyclic loading, the elastic modulus of each specimen increased with the growing number of load cycles, and tended to be stable; meanwhile, strain hardening was observed on all specimens. Moreover, the specimens are similar in corresponding stress, although varied in corresponding strain. In the same cycle, the tangent modulus of the loading phase was smaller than that of the unloading phase under the same stress. Finally, the damage variables of sandstone specimens under cyclic loading were defined from the angle of energy, revealing that the damage variables had logarithmic growth with the load cycles in the later stage.
topic accumulation energy
damage variable
pre-peak phase
strain hardening
url https://hrcak.srce.hr/file/343932
work_keys_str_mv AT chengjieli prepeakdeformationanddamagefeaturesofsandstoneundercyclicloading
AT peijielou prepeakdeformationanddamagefeaturesofsandstoneundercyclicloading
AT shulingliang prepeakdeformationanddamagefeaturesofsandstoneundercyclicloading
AT mingmingfeng prepeakdeformationanddamagefeaturesofsandstoneundercyclicloading
AT binpan prepeakdeformationanddamagefeaturesofsandstoneundercyclicloading
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