| 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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Crewe, Adam J.
University of Bristol
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2018Geographically distributed hybrid testing & collaboration between geotechnical centrifuge and structures laboratoriescitations
- 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
- 2016A multi-mechanical nonlinear fibre beam-column model for corroded columnscitations
- 2016Shaking Table Testing of an Advanced Gas Cooled Reactor Core Model with Degraded Components
- 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
Stress-Strain Response of Corroded Reinforcing Bars under Monotonic and Cyclic Loading
Abstract
Corrosion of embedded reinforcement is the most common cause of deterioration of reinforced concrete (RC) structures and a major economic cost for maintenance of national infrastructures. This will affect the residual capacity of the RC structures and therefore is of concern to those who are in charge with ensuring safe operation of concrete structures. In addition, if the structure is located in an earthquake prone region, in the seismic assessment and evaluation of the structure consideration needs to be given to ductility of reinforcement in tension, and it’s buckling response in compression. This paper reports results from experimental investigations on the behaviour of corroded reinforcing bars in tension, compression and under cyclic loading (including buckling). The test results show that corrosion affects the response of reinforcing steel in tension. Pitting corrosion also affects the buckling load of reinforcing bars under monotonic compression loading and changes the behaviour of corroded bars under cyclic loading.