Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression

Tests of the effects of uniaxial compression on the structural behavior of fractured coals were conducted. The structural behavior is different from the material behavior of intact samples and the discontinuous behavior based on the block theory. It is a macro response of continuous-discontinuous be...

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Main Authors: Dongjie Xue, Hongwei Zhou, Jianfeng Liu, Jie Zhou, Yintong Liu, Yongwei Zhao, Liao Zhang
Format: Article
Language:English
Published: MDPI AG 2018-09-01
Series:Energies
Subjects:
Online Access:http://www.mdpi.com/1996-1073/11/10/2538
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spelling doaj-2469b9a134a44dffb67ee7d006eb59942020-11-25T00:42:14ZengMDPI AGEnergies1996-10732018-09-011110253810.3390/en11102538en11102538Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial CompressionDongjie Xue0Hongwei Zhou1Jianfeng Liu2Jie Zhou3Yintong Liu4Yongwei Zhao5Liao Zhang6School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaState Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, ChinaTests of the effects of uniaxial compression on the structural behavior of fractured coals were conducted. The structural behavior is different from the material behavior of intact samples and the discontinuous behavior based on the block theory. It is a macro response of continuous-discontinuous behavior in coal with varied fracture structure geometry, and includes the material behavior with cracking and contact behavior with sliding. The structural behavior is studied based on the complete stress-strain curve, the material parameters, i.e. elastic modulus, Poisson’s ratio, and compression strength, and the structural integrity parameters, i.e. longitudinal and shear wave velocity, and the physical parameter, i.e. density. All the parameters are compared with the different fracture patterns. Various types of parameter degradation damage are defined to describe the structural characteristics with the different fracture patterns. They shows the effective relation of damage with strength. Furthermore, the mechanisms of the structural modulus degradation, structural failure deformation, and structural strength evolution are discussed. The results show that the post-peak behavior can be defined as the structural behavior. With the structural formation-reloading failure cycle, the mutual conversion changes between structural geometry instability and stability, and the characteristics are stress drops or stress platforms generated by structural rebalance. It is pointed out that the post-peak unloading is a macro response of the structural geometry. It includes the recovery of elastic strain and structural resilience strain, and structural stress drop.http://www.mdpi.com/1996-1073/11/10/2538structural behaviorstructural modulusstructural deformationstructural unloadingstructural resilience strainstructural stress drop
collection DOAJ
language English
format Article
sources DOAJ
author Dongjie Xue
Hongwei Zhou
Jianfeng Liu
Jie Zhou
Yintong Liu
Yongwei Zhao
Liao Zhang
spellingShingle Dongjie Xue
Hongwei Zhou
Jianfeng Liu
Jie Zhou
Yintong Liu
Yongwei Zhao
Liao Zhang
Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
Energies
structural behavior
structural modulus
structural deformation
structural unloading
structural resilience strain
structural stress drop
author_facet Dongjie Xue
Hongwei Zhou
Jianfeng Liu
Jie Zhou
Yintong Liu
Yongwei Zhao
Liao Zhang
author_sort Dongjie Xue
title Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
title_short Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
title_full Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
title_fullStr Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
title_full_unstemmed Experimental Research on the Structural Behavior of Fractured Coal under Uniaxial Compression
title_sort experimental research on the structural behavior of fractured coal under uniaxial compression
publisher MDPI AG
series Energies
issn 1996-1073
publishDate 2018-09-01
description Tests of the effects of uniaxial compression on the structural behavior of fractured coals were conducted. The structural behavior is different from the material behavior of intact samples and the discontinuous behavior based on the block theory. It is a macro response of continuous-discontinuous behavior in coal with varied fracture structure geometry, and includes the material behavior with cracking and contact behavior with sliding. The structural behavior is studied based on the complete stress-strain curve, the material parameters, i.e. elastic modulus, Poisson’s ratio, and compression strength, and the structural integrity parameters, i.e. longitudinal and shear wave velocity, and the physical parameter, i.e. density. All the parameters are compared with the different fracture patterns. Various types of parameter degradation damage are defined to describe the structural characteristics with the different fracture patterns. They shows the effective relation of damage with strength. Furthermore, the mechanisms of the structural modulus degradation, structural failure deformation, and structural strength evolution are discussed. The results show that the post-peak behavior can be defined as the structural behavior. With the structural formation-reloading failure cycle, the mutual conversion changes between structural geometry instability and stability, and the characteristics are stress drops or stress platforms generated by structural rebalance. It is pointed out that the post-peak unloading is a macro response of the structural geometry. It includes the recovery of elastic strain and structural resilience strain, and structural stress drop.
topic structural behavior
structural modulus
structural deformation
structural unloading
structural resilience strain
structural stress drop
url http://www.mdpi.com/1996-1073/11/10/2538
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