LAPSE:2023.3951
Published Article
LAPSE:2023.3951
An Influence of Thermally-Induced Micro-Cracking under Cooling Treatments: Mechanical Characteristics of Australian Granite
Badulla Liyanage Avanthi Isaka, Ranjith Pathegama Gamage, Tharaka Dilanka Rathnaweera, Mandadige Samintha Anne Perera, Dornadula Chandrasekharam, Wanniarachchige Gnamani Pabasara Kumari
February 22, 2023
Abstract
The aim of this study is to characterise the changes in mechanical properties and to provide a comprehensive micro-structural analysis of Harcourt granite over different pre-heating temperatures under two cooling treatments (1) rapid and (2) slow cooling. A series of uniaxial compression tests was conducted to evaluate the mechanical properties of granite specimens subjected to pre-heating to temperatures ranging from 25⁻1000 °C under both cooling conditions. An acoustic emission (AE) system was incorporated to identify the fracture propagation stress thresholds. Furthermore, the effect of loading and unloading behaviour on the elastic properties of Harcourt granite was evaluated at two locations prior to failure: (1) crack initiation and (2) crack damage. Scanning electron microscopy (SEM) analyses were conducted on heat-treated thin rock slices to observe the crack/fracture patterns and to quantify the extent of micro-cracking during intense heating followed by cooling. The results revealed that the thermal field induced in the Harcourt granite pore structure during heating up to 100 °C followed by cooling causes cracks to close, resulting in increased mechanical characteristics, in particular, material stiffness and strength. Thereafter, a decline in mechanical properties occurs with the increase of pre-heating temperatures from 100 °C to 800 °C. However, the thermal deterioration under rapid cooling is much higher than that under slow cooling, because rapid cooling appears to produce a significant amount of micro-cracking due to the irreversible thermal shock induced. Multiple stages of loading and unloading prior to failure degrade the elastic properties of Harcourt granite due to the damage accumulated through the coalescence of micro-cracks induced during compression loading. However, this degradation is insignificant for pre-heating temperatures over 400 °C, since the specimens are already damaged due to excessive thermal deterioration. Moreover, unloading after crack initiation tends to cause insignificant irreversible strains, whereas significant permanent strains occur during unloading after crack damage, and this appears to increase with the increase of pre-heating temperature over 400 °C.
Keywords
acoustic emission, cooling, granite, high temperature, loading and unloading, mechanical properties, microstructural analysis
Subject
Suggested Citation
Isaka BLA, Gamage RP, Rathnaweera TD, Perera MSA, Chandrasekharam D, Kumari WGP. An Influence of Thermally-Induced Micro-Cracking under Cooling Treatments: Mechanical Characteristics of Australian Granite. (2023). LAPSE:2023.3951
Author Affiliations
Isaka BLA: Department of Civil Engineering, Monash University, Building 60, Melbourne, VIC 3800, Australia
Gamage RP: Department of Civil Engineering, Monash University, Building 60, Melbourne, VIC 3800, Australia [ORCID]
Rathnaweera TD: Department of Civil Engineering, Monash University, Building 60, Melbourne, VIC 3800, Australia [ORCID]
Perera MSA: Department of Civil Engineering, Monash University, Building 60, Melbourne, VIC 3800, Australia; Department of Infrastructure Engineering, The University of Melbourne, Building 176, Melbourne, VIC 3010, Australia [ORCID]
Chandrasekharam D: Indian Institute of Technology Hyderabad, Telangana 502285, India [ORCID]
Kumari WGP: Department of Civil Engineering, Monash University, Building 60, Melbourne, VIC 3800, Australia
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Journal Name
Energies
Volume
11
Issue
6
Article Number
E1338
Year
2018
Publication Date
2018-05-24
ISSN
1996-1073
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Original Submission
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PII: en11061338, Publication Type: Journal Article
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LAPSE:2023.3951
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https://doi.org/10.3390/en11061338
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