Abstract
A new phenomenological hysteretic model for reinforcing bars with and without corrosion damage is presented. The model simulates buckling of reinforcement, deterioration in post-buckling compressive strength due to strain history and the impact of low-cycle fatigue on tension response. The model, for uncorroded reinforcing bars, is calibrated using data from numerical simulations and corrosion damage parameters are calibrated using experimental data. The model is evaluated using a comprehensive experimental data set, and the results show that the model is in a good agreement with the data.
Original language | English |
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Pages (from-to) | 58–71 |
Number of pages | 14 |
Journal | Computers and Structures |
Volume | 156 |
Early online date | 28 Apr 2015 |
DOIs | |
Publication status | Published - Aug 2015 |
Keywords
- Reinforcing steel
- Corrosion
- Inelastic buckling
- Hysteretic model
- Cyclic behaviour
- Constitutive modelling
- Low-cycle fatigue
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Earthquake and Large Structures (EQUALS) Laboratory
Williams, D. (Manager), Crewe, A. (Manager) & Sextos, A. (Manager)
School of Civil, Aerospace and Design EngineeringFacility/equipment: Facility
Profiles
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Professor Adam J Crewe
- School of Civil, Aerospace and Design Engineering - Professor of Earthquake Engineering
- Cabot Institute for the Environment
- Earthquake and Geotechnical Engineering
Person: Academic , Member