Time-dependent nonuniform numerical model of corrosion process and consequent corrosion-induced concrete cracking under chloride attack

• المؤلفون الرئيسيون: Bui, Huy Tang, Tan, Kang Hai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2023
• الموضوعات: Engineering::Civil engineering; Corrosion-Induced Cracks; Time-Dependent
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/170253
• المؤسسة: Nanyang Technological University

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...