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The feasibility of the new EMI method based on embedded PZT transducers for monitoring the concrete strength development in early ages is verified.
A massive experimental program was implemented with monitoring the concrete strain, the deflection and the cracking width and pattern for each RPC beam during the test at all the stages of the loading until failure.
This work was intended to show the feasibility of the developed sensors on monitoring the concrete freeze thaw damage based on residual strain, and a new evaluation index compared with the traditional methods (mass loss rate and relative dynamic elastic modulus).
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The residual strain sensitively measured by fiber sensors was basically fitted with the phenomenon that the residual strain increased along with the number of freeze thaw cycles, indicating that two fiber sensing techniques were able to monitor the concrete freeze thaw damage.
This paper aims to contribute with durability studies by monitoring the unsaturated concrete resistivity over 2 years.
The definition of appropriate strategies for continuously monitoring the integrity of concrete structures is therefore an urgent priority.
Its effectiveness in monitoring the hydration of concrete, using surface bonded and embedded lead zirconium titanate (PZT) patches has also been investigated well.
Although analysis of the results was challenging, especially with regard to the effect of microcracking on the energy results, promising non-destructive techniques for monitoring the durability of concrete structures may rely on the relationships found between signal energy (or amplitude weighted average frequency) and bound chloride (or alumina content).
This paper deals with the problem of instrumenting the Fiber Bragg Grating (FBG) sensors at the interface of concrete and FRP for monitoring the performance of FRP strengthened concrete structures subjected to bending.
Further, the effectiveness of the PZT patches in monitoring the strength gain in concrete is investigated.
The experimental results verify the practicality of the EMI sensing technique for monitoring the strength development in concrete.
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