Time-dependent nonuniform numerical model of corrosion process and consequent corrosion-induced concrete cracking under chloride attack
Corrosion of steel bars and consequent concrete cracking are complicated processes and they mutually affect one another. In this study, a 3D time-dependent numerical model was developed to simulate localised corrosion in both circumferential and longitudinal directions, incorporating effects of nonu...
محفوظ في:
المؤلفون الرئيسيون: | Bui, Huy Tang, Tan, Kang Hai |
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مؤلفون آخرون: | School of Civil and Environmental Engineering |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
2023
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الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/170253 |
الوسوم: |
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المؤسسة: | Nanyang Technological University |
اللغة: | English |
مواد مشابهة
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Analytical model of corrosion-induced cracks in concrete considering time-varying deformations of layers, mechanical properties of rust
بواسطة: Bui, Huy Tang, وآخرون
منشور في: (2022) -
CORROSION INDUCED CRACKING IN CONCRETE
بواسطة: CHIENG KING WU
منشور في: (2020) -
Chloride-induced corrosion modelling of cracked reinforced SHCC
بواسطة: Paul, Suvash Chandra, وآخرون
منشور في: (2017) -
Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams
بواسطة: CHHOA CHIA YEE
منشور في: (2010) -
Microcell and macrocell corrosion kinetics of steel bars in reinforced concrete slabs subjected to alternate wet and dry environments
بواسطة: Bui, Huy Tang, وآخرون
منشور في: (2024)