Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration Load Article Swipe
Qixiang Yan
,
Hang Chen
,
Wenyu Chen
,
Junchen Zhang
,
Shuqi Ma
,
Xi Huang
·
YOU?
·
· 2018
· Open Access
·
· DOI: https://doi.org/10.1155/2018/9525680
YOU?
·
· 2018
· Open Access
·
· DOI: https://doi.org/10.1155/2018/9525680
This study presents an improved constitutive model for concrete under uniaxial cyclic loading which considers the fatigue stiffness degradation, fatigue strength degradation, and fatigue residual strain increment of concrete fatigue damage. According to the constitutive model, the dynamic response and cumulative damage of the tunnel cross structure under various train operation years were analyzed. The results show that the vibration in the middle of the main tunnel is most violent. With the increase of train operation period, the acceleration in the middle of the transverse passage floor, both sides of the wall corner and the vault increase significantly, and the maximum principal stress increases significantly only in both sides of the wall corner. The compressive damage is mainly distributed at both sides of the wall corner, while tensile damage is distributed in both sides of the inner wall corner. The accumulative damage of the cross structure exhibits a two‐stage profile. The size and range of accumulative tensile damage of the connecting transverse passage are greater than those of accumulative compressive damage.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1155/2018/9525680
- http://downloads.hindawi.com/journals/sv/2018/9525680.pdf
- OA Status
- gold
- Cited By
- 46
- References
- 31
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2790797579
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W2790797579Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.1155/2018/9525680Digital Object Identifier
- Title
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Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration LoadWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2018Year of publication
- Publication date
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2018-01-01Full publication date if available
- Authors
-
Qixiang Yan, Hang Chen, Wenyu Chen, Junchen Zhang, Shuqi Ma, Xi HuangList of authors in order
- Landing page
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https://doi.org/10.1155/2018/9525680Publisher landing page
- PDF URL
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https://downloads.hindawi.com/journals/sv/2018/9525680.pdfDirect link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
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goldOpen access status per OpenAlex
- OA URL
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https://downloads.hindawi.com/journals/sv/2018/9525680.pdfDirect OA link when available
- Concepts
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Structural engineering, Transverse plane, Shield, Stiffness, Ultimate tensile strength, Vibration, Materials science, Stress (linguistics), Geotechnical engineering, Composite material, Engineering, Geology, Quantum mechanics, Petrology, Philosophy, Linguistics, PhysicsTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
46Total citation count in OpenAlex
- Citations by year (recent)
-
2025: 2, 2024: 6, 2022: 4, 2021: 3, 2020: 6Per-year citation counts (last 5 years)
- References (count)
-
31Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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