ABStRACt Corrosion-induced cracking is a widely existent issue for coastal infrastructure, which leads to its advanced failure. The monitoring of corrosion-induced cracking is an important means of evaluating its influence on structure normal use and safe operation. However, traditional sensors such as strain gage are unsuitable to embed into concrete and to record long-term strain of concrete caused by steel bar corrosion. The optical fiber sensor, Brillouin Optical Time Domain Analysis (BOTDA) can effectively avoid the undetected phenomenon existing in point-wise test method, and it has the characteristic of automated monitoring. The optical fiber sensor is also electrical insulation and anti-electromagnetic interference; so it is suitabl...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
2nd International Postgraduate Conference on Infrastructure and Environment, IPCIE 2010, Hong Kong, ...
Corrosion causes mass loss of steel bars, concrete cracking, and interface degradation in reinforced...
Corrosion-induced cracking is a widely existent issue for coastal infrastructure, which leads to its...
Expansion and cracking induced by the corrosion of reinforcement concrete is the major factor in the...
This paper investigated the evaluation of the concrete damage degree due to steel bar corrosion for ...
This paper reports the feasibility of using embedded Fabry–Pérot fiber optic sensors to detect and ...
In this study, distributed fiber optic sensors are applied to measure the hoop strain at the interfa...
Previous studies indicated that problems with the application of distributed fibre optic sensor rema...
Previous studies indicated that problems with the application of distributed fibre optic sensor rema...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
Corrosion of steel bars compromises the safety and service life of reinforced concrete structures. T...
Corrosion of reinforcement is one of the major contributors to the deterioration of reinforced concr...
Corrosion of reinforcement is one of the major contributors to the deterioration of reinforced concr...
For reinforced concrete structures, steel corrosion resulting from the penetration of chloride ions ...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
2nd International Postgraduate Conference on Infrastructure and Environment, IPCIE 2010, Hong Kong, ...
Corrosion causes mass loss of steel bars, concrete cracking, and interface degradation in reinforced...
Corrosion-induced cracking is a widely existent issue for coastal infrastructure, which leads to its...
Expansion and cracking induced by the corrosion of reinforcement concrete is the major factor in the...
This paper investigated the evaluation of the concrete damage degree due to steel bar corrosion for ...
This paper reports the feasibility of using embedded Fabry–Pérot fiber optic sensors to detect and ...
In this study, distributed fiber optic sensors are applied to measure the hoop strain at the interfa...
Previous studies indicated that problems with the application of distributed fibre optic sensor rema...
Previous studies indicated that problems with the application of distributed fibre optic sensor rema...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
Corrosion of steel bars compromises the safety and service life of reinforced concrete structures. T...
Corrosion of reinforcement is one of the major contributors to the deterioration of reinforced concr...
Corrosion of reinforcement is one of the major contributors to the deterioration of reinforced concr...
For reinforced concrete structures, steel corrosion resulting from the penetration of chloride ions ...
This study investigates the feasibility of distributed fiber optic sensor for corrosion monitoring o...
2nd International Postgraduate Conference on Infrastructure and Environment, IPCIE 2010, Hong Kong, ...
Corrosion causes mass loss of steel bars, concrete cracking, and interface degradation in reinforced...