Push-over analysis of concrete gravity dams due to flood inflow
This study numerically predicts the failure scenario of a cracked concrete gravity dam through a push-over nonlinear analysis. The mixed-mode Linear Elastic Fracture Mechanics (LEFM) was employed using the extended finite element method (XFEM). The dam base was considered to be fully fixed without a...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2021-12-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160574_26fff95444d5ad5b3b011fdfefd7bbe4.pdf |
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