Mixed-mode crack growth simulation in rock-like materials with the smoothing gradient-enhanced damage model associated with a novel equivalent strain
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作者:
Vuong, Chanh Dinh
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Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
Duy Tan Univ, Fac Civil Engn, Da Nang 550000, VietnamDuy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
Vuong, Chanh Dinh
[1
,2
]
Vo, Thanh-Trung
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Danang Architecture Univ, Sch Transportat Engn, Da Nang 550000, Vietnam
Danang Architecture Univ, Off Res Adm, Da Nang 550000, VietnamDuy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
Vo, Thanh-Trung
[3
,4
]
Bui, Tinh Quoc
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Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
Duy Tan Univ, Fac Civil Engn, Da Nang 550000, VietnamDuy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
Bui, Tinh Quoc
[1
,2
]
机构:
[1] Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, 6 Tran Nhat Duat,Dist 1, Ho Chi Minh 700000, Vietnam
[2] Duy Tan Univ, Fac Civil Engn, Da Nang 550000, Vietnam
[3] Danang Architecture Univ, Sch Transportat Engn, Da Nang 550000, Vietnam
[4] Danang Architecture Univ, Off Res Adm, Da Nang 550000, Vietnam
Accurately modeling mixed-mode crack propagation in rock-like materials remains challenging due to the complexity of the deformation states and mechanism of fracture throughout the loading history. The objective of this paper is to analyze the damage process in rock-like materials using an enhanced smeared damage model. The mixed-mode failure in rocks is captured using our recently developed smoothing gradient damage model in conjunction with a novel equivalent strain formulation, which is developed by combining both the bi-energy norm equivalent strain and the four-parameter equivalent strain. To validate the accuracy of the developed method, several commonly reported rock fracture examples are considered in which complex crack paths and responses are reproduced and compared with the available experimental data.
机构:
Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan
Chanh Dinh Vuong
Tinh Quoc Bui
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Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan
Tinh Quoc Bui
Hirose, Sohichi
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Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan
机构:
Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan
Chanh Dinh Vuong
Tinh Quoc Bui
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机构:
Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan
Tinh Quoc Bui
Hirose, Sohichi
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机构:
Tokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil & Environm Engn, Meguro Ku, 2-12-1-W8-22 Ookayama, Tokyo 1528552, Japan