The influence of temperatures on mixed-mode (I plus II) and mode-II fracture toughness of sandstone
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作者:
Feng, Gan
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Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wuhan Univ, Sch Civil & Architectural Engn, Wuhan, Hubei, Peoples R ChinaWuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Feng, Gan
[1
,2
]
Kang, Yong
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Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wuhan Univ, Sch Power & Mech Engn, Wuhan, Hubei, Peoples R ChinaWuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Kang, Yong
[1
,3
]
Chen, Feng
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Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wuhan Univ, Sch Civil & Architectural Engn, Wuhan, Hubei, Peoples R ChinaWuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Chen, Feng
[1
,2
]
Liu, Yi-wei
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Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wuhan Univ, Sch Civil & Architectural Engn, Wuhan, Hubei, Peoples R ChinaWuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Liu, Yi-wei
[1
,2
]
Wang, Xiao-chuan
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Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wuhan Univ, Sch Power & Mech Engn, Wuhan, Hubei, Peoples R ChinaWuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
Wang, Xiao-chuan
[1
,3
]
机构:
[1] Wuhan Univ, Hubei Key Lab Waterjet Theory & New Technol, Wuhan, Hubei, Peoples R China
[2] Wuhan Univ, Sch Civil & Architectural Engn, Wuhan, Hubei, Peoples R China
[3] Wuhan Univ, Sch Power & Mech Engn, Wuhan, Hubei, Peoples R China
To study the fracture toughness of sandstone, this study investigated the influence of temperature on the mixed-mode (I + II) and mode-II fracture toughness of sandstone using semi-circular bend (SCB) specimens. The results showed that temperatures above 500 degrees C significantly influenced mixed-mode (I + II) and mode-II fracture behavior. A comparison of experimental results with pure mode-I fracture toughness showed that the impact of temperature variations on the mixed-mode (I + II) and mode-II fracture toughness was similar to the impact of temperature variations on pure mode-I fracture toughness. The mixed-mode (I + II) and mode-II fracture toughness of sandstone increased slowly from 20 to 100 degrees C and decreased slowly from 100 to 500 degrees C. The mixed-mode (I + II) and mode-II fracture toughness of sandstone decreased sharply from 500 to 600 degrees C. The effective stress intensity factor of mixed-mode (I + II) at artificial pre-crack angles of 15 degrees and 30 degrees decreased by 41.02% and 42.55%, respectively. Mode-II fracture toughness decreased by 54.30%. From 500 degrees C to 600 degrees C, the change of the sandstone structure is the main reason for the sharp decrease of the mixed-mode (I + II) and mode-II fracture toughness. The threshold temperature range for this sharp decrease is 500-600 degrees C for the mixed-mode (I + II) and mode-II fracture toughness are identical to pure mode-I fracture toughness. (C) 2017 Elsevier Ltd. All rights reserved.