Finite element analysis of deterioration of axial compression behavior of corroded steel-reinforced concrete middle-length columns
The corrosion problem of steel-reinforced concrete (SRC) columns in coastal areas is becoming increasingly severe and needs to be solved urgently. This study established a numerical analysis model for SRC middle-length columns considering corrosion effects. The bond–slip constitutive relationship be...
| المؤلفون الرئيسيون: | , , , , , , , , , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
De Gruyter
2024-02-01
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| سلاسل: | Reviews on Advanced Materials Science |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://doi.org/10.1515/rams-2023-0184 |