Analysis of an improved Nishihara creep model considering plastic strain accumulation
Rock-engineering structures, particularly subway excavation rock-engineering structures, are subjected to the long-term effects of external loading that may gradually damage and cause creep and severe plastic deformations or even progressive failure. The traditional Nishihara creep model cannot accu...
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| 主要な著者: | , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Frontiers Media S.A.
2023-06-01
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| シリーズ: | Frontiers in Materials |
| 主題: | |
| オンライン･アクセス: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1163934/full |
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