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Featured researches published by Fujian Tang.


Optics Letters | 2016

A Fe-C Coated Long-Period Fiber Grating Sensor for Corrosion-Induced Mass Loss Measurement

Yizheng Chen; Fujian Tang; Yi Bao; Yan Tang; Genda Chen

This Letter reports a Fe-C coated long period fiber gratings sensor with a grating period of 387±0.1  μm for corrosion monitoring of low carbon steel in a 3.5 wt. % NaCl solution. An LPFG sensor was first deposited with a 0.8 μm thick layer of silver (Ag) and then electroplated with a 20 μm thick Fe-C coating. The chemical composition of the Fe-C coating was designed to include the main elements of low carbon steel. The resonant wavelength of the coated sensor was correlated with the mass loss of steel over time. Test results indicated a corrosion sensitivity of 0.0423 nm per 1% mass loss up to 80% Fe-C mass loss and 0.576 nm per 1% mass loss between 80% and 95% Fe-C mass loss. The corrosion sensitivity of such a Fe-C coated LPFG sensor was a trade-off for the service life of the sensor, both depending on thicknesses of the inner silver layer and the outer Fe-C coating.


Structural Health Monitoring-an International Journal | 2015

Steel bar corrosion monitoring with long-period fiber grating sensors coated with nano iron/silica particles and polyurethane

Ying Huang; Fujian Tang; Xiao Liang; Genda Chen; Hai Xiao; Fardad Azarmi

In this article, a recently proposed long-period fiber grating sensor coated with a thin layer of polyurethane and nano iron/silica particles is further developed and applied to monitor the corrosion process of deformed steel bars. Once calibrated, one coated long-period fiber grating sensor and one uncoated long-period fiber grating sensor for environmental compensation were attached to each of three steel bar samples that were tested in 3.5 wt% NaCl solution for 512 h. The resonant wavelength in long-period fiber grating spectra increased exponentially with immersion time due to corrosion of iron particles and thus reduction in coating thickness. The mass loss rate of steel bar #1 at the completion of corrosion tests (512 h of corrosion time) was correlated with that of sparse iron particles on long-period fiber grating sensor #1 after 130.5 h of immersion. The corrosion rates of long-period fiber grating sensors #2 and #3 were evaluated at 130.5 h and then used as a prediction of the corrosion rates of steel bars #2 and #3. The predicted corrosion rates by the long-period fiber grating sensors #2 and #3 were finally compared with those by potentiodynamic tests. The maximum mass loss prediction error by the long-period fiber grating sensors #2 and #3 is 26%. The coefficients of variation of three corrosion rate measurements are 0.049 by the long-period fiber grating sensors and 0.115 by the potentiodynamic tests, indicating more consistent and reliable measurements with the proposed technology.


2015 Joint Rail Conference | 2015

Kilometer-Long Optical Fiber Sensor for Real-Time Railroad Infrastructure Monitoring to Ensure Safe Train Operation

Yi Bao; Genda Chen; Weina Meng; Fujian Tang; Yizheng Chen

This study is aimed to develop a real-time safety monitoring of kilometer-long joint rails using a distributed fiber optic sensor. The sensor measures the distribution of Brillouin frequency shift along its length with pulse pre-pump Brillouin optical time domain analysis (PPP-BOTDA). The measurement distance and spatial resolution can be up to 25 km and 2 cm, respectively. The fiber optic sensor was first characterized and calibrated for distributed strain and temperature measurement, and then instrumented on a small-scale joint rail-like specimen in laboratory. The specimen was loaded at room temperature, and its strain distribution along the sensor was measured using a Neubrescope with high accuracy and spatial resolution. Given a gage length, the joint open change was determined and visibly identified from the measured strain distribution. Finally, an implementation plan of distributed sensors on a railway is introduced, including sensor deployment, sensor repair when broken, and cost analysis. The gage length at a crack is an important parameter in sensor deployment and investigated using finite element analysis. The results indicate that the distributed sensor can be used successfully to monitor the strain and temperature distributions in joint rails.Copyright


Materials | 2014

Corrosion Resistance of a Sand Particle-Modified Enamel Coating Applied to Smooth Steel Bars

Fujian Tang; Genda Chen; Richard K. Brow; Michael L. Koenigstein

The protective performance of a sand particle-modified enamel coating on reinforcing steel bars was evaluated in 3.5 wt% NaCl solution by electrochemical impedance spectroscopy (EIS). Seven percentages of sand particles by weight were investigated: 0%, 5%, 10%, 20%, 30%, 50% and 70%. The phase composition of the enamel coating and sand particles were determined with the X-ray diffraction (XRD) technique. The surface and cross-sectional morphologies of the sand particle-modified enamel coating were characterized using scanning electron microscopy (SEM). XRD tests revealed three phases of sand particles: SiO2, CaCO3 and MgCO3. SEM images demonstrated that the enamel coating wetted well with the sand particles. However, a weak enamel coating zone was formed around the sand particles due to concentrated air bubbles, leading to micro-cracks as hydrogen gas pressure builds up and exceeds the tensile strength of the weak zone. As a result, the addition of sand particles into the enamel coating reduced both the coating and corrosion resistances.


Corrosion Science | 2012

Corrosion resistance and mechanism of steel rebar coated with three types of enamel

Fujian Tang; Genda Chen; Richard K. Brow; Jeffery S. Volz; Michael L. Koenigstein


Construction and Building Materials | 2014

Three-dimensional corrosion pit measurement and statistical mechanical degradation analysis of deformed steel bars subjected to accelerated corrosion

Fujian Tang; Zhibin Lin; Genda Chen; Weijian Yi


Cement & Concrete Composites | 2013

Cement-Modified Enamel Coating for Enhanced Corrosion Resistance of Steel Reinforcing Bars

Fujian Tang; Genda Chen; Jeffery S. Volz; Richard K. Brow; Michael L. Koenigstein


Electrochimica Acta | 2013

Electrochemical behavior of enamel-coated carbon steel in simulated concrete pore water solution with various chloride concentrations

Fujian Tang; Xiaoming Cheng; Genda Chen; Richard K. Brow; Jeffery S. Volz; Michael L. Koenigstein


Construction and Building Materials | 2012

Microstructure and corrosion resistance of enamel coatings applied to smooth reinforcing steel

Fujian Tang; Genda Chen; Jeffery S. Volz; Richard K. Brow; Michael L. Koenigstein


Cement and Concrete Research | 2016

Chloride-induced corrosion mechanism and rate of enamel- and epoxy-coated deformed steel bars embedded in mortar

Fujian Tang; Genda Chen; Richard K. Brow

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Genda Chen

Missouri University of Science and Technology

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Michael L. Koenigstein

Missouri University of Science and Technology

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Richard K. Brow

Missouri University of Science and Technology

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Yizheng Chen

Missouri University of Science and Technology

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Yan Tang

Missouri University of Science and Technology

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Yi Bao

Missouri University of Science and Technology

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Signo Tadeu Dos Reis

Missouri University of Science and Technology

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Ying Huang

North Dakota State University

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Hai Xiao

Missouri University of Science and Technology

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