| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Alexander, Nicholas A.
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Topics
Publications (15/15 displayed)
- 2021A nonlinear frequency-dependent spring-mass model for estimating loading caused by rhythmic human jumpingcitations
- 2020EXPERIMENTAL INVESTIGATION OF LOW COST STEEL WIRE MESH RETROFIT FOR STONE MASONRY IN MUD MORTAR
- 2020EXPERIMENTAL INVESTIGATION OF LOW COST STEEL WIRE MESH RETROFIT FOR STONE MASONRY IN MUD MORTAR
- 2016Nonlinear fiber element modeling of RC bridge piers considering inelastic buckling of reinforcementcitations
- 2016Damage propagation in corroded reinforcing bars with the effect of inelastic buckling under low-cycle fatigue loadingcitations
- 2016On stability of a new side cut destructive method for measuring non-uniform residual stress in thin platescitations
- 2016A multi-mechanical nonlinear fibre beam-column model for corroded columnscitations
- 2015Nonlinear behaviour of corroded RC columns under cyclic loading
- 2015Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradationcitations
- 2014Finite element investigation of the influence of corrosion pattern on inelastic buckling and cyclic response of corroded reinforcing bars
- 2013Nonlinear cyclic response of corrosion damaged reinforcing bars with the effect of bucklingcitations
- 2013Experimental Investigation and Computational Modelling of Corrosion Induced Mechanical-Geometrical Degradation of Reinforcing Barscitations
- 2013Nonlinear stress-strain behaviour of corrosion-damaged reinforcing bars including inelastic bucklingcitations
- 2012Seismic Performance Evaluation of RC Bridge Piers Subject to Combined Earthquake Loading and Material Deterioration in Aggressive Environment
- 2012Stress-Strain Response of Corroded Reinforcing Bars under Monotonic and Cyclic Loading
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document
Experimental Investigation and Computational Modelling of Corrosion Induced Mechanical-Geometrical Degradation of Reinforcing Bars
Abstract
This paper reports results from experimental investigations on the behaviour of corroded rein-forcing bars in tension, compression and under cyclic loading (including inelastic buckling). The test results show that corrosion affects the response of reinforcing steel in tension. Pitting corrosion also affects the buck-ling load of reinforcing bars under monotonic compression loading and changes the behaviour of corroded bars under cyclic loading. Furthermore, an advanced 3D optical measurement technique has been employed to measure the non-uniform pitting corrosion along the length of corroded bars. Using the data from optical measurement, a simple methodology has been developed for calculation of the residual diameter of corroded bars. This approach provides a more realistic estimate of residual diameter of corroded bars compare to the earlier models based on uniform mass loss. It is also possible to employ this method to calculate the load ec-centricity in the bar due to non-uniform corrosion.