A bond-based peridynamic model considering effects of particle rotation and shear influence coefficient
被引:39
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作者:
Zheng, Guojun
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Zheng, Guojun
[1
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Shen, Guozhe
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Shen, Guozhe
[1
]
Xia, Yang
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Xia, Yang
[1
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Hu, Ping
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Hu, Ping
[1
]
机构:
[1] Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
The classical bond-based peridynamic (BPD) model is limited with a fixed Poisson's ratio. To overcome this limitation, an improved BPD model is proposed to analyze the deformation and crack propagation of microelastic brittle materials with emphasis on varying Poisson's ratios. In the proposed model, the bond is subjected to axial and transverse pairwise forces, and the particle rotation angle is added to eliminate the additional bending moment caused by transverse forces, which is a key factor to satisfy the balance of angular momentum exactly. As a result, the bond not only has axial displacement but also has transverse displacement and particle rotation. This extension in the displacement mode overcomes the limitation of the fixed Poisson's ratio in the classical BPD model. The simulation results demonstrate the precision of the improved BPD model and prove its ability to predict deformations and crack propagations.
机构:
Beijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R ChinaBeijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
Liu, Shuo
Che, Lu
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机构:
Northwestern Polytech Univ, Sch Civil Aviat, Xian 710072, Peoples R China
NPU, Yangtze River Delta Res Inst, Taicang 215400, Peoples R ChinaBeijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
Che, Lu
Fang, Guodong
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机构:
Harbin Inst Technol, Sci & Technol Adv Composites Special Environm Key, Harbin 150001, Peoples R ChinaBeijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
Fang, Guodong
Liang, Jun
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机构:
Beijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R ChinaBeijing Inst Technol, Inst Adv Struct Technol, Beijing 100081, Peoples R China
机构:
Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
College of Civil and Transportation Engineering, Hohai University, NanjingKey Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
Zhu Q.
Li W.
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机构:
Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
College of Civil and Transportation Engineering, Hohai University, NanjingKey Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
Li W.
You T.
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机构:
Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
College of Civil and Transportation Engineering, Hohai University, NanjingKey Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
You T.
Cao Y.
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机构:
Key Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing
College of Civil and Transportation Engineering, Hohai University, NanjingKey Laboratory of the Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing