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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Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
2020-01-01
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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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1724656470197272576 |