Smart piezoelectric transducers for in situ health monitoring of concrete

By K. Tseng, Liangsheng Wang. 2004

156 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/622cc7473bcc7acf4e712758cc2e23edfe8d0334

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Xun Yu
2. B. Han
3. J. Ou
4. Siqi Ding
5. Liqing Zhang
6. Wongi S. Na
7. Jongdae Baek
8. Sufen Dong

In Mechanics of Materials

1. Wongi S. Na
2. Jongdae Baek
3. Qingzhao Kong
4. R. Robert.
5. Pedro F. Silva
6. J. Ou
7. Yi-Lung Mo
8. Wieslaw J. Staszewski

Citations in the corpus

• Smart Sensing Technologies for Structural Health Monitoring of Civil Engineering Structures (2010, methodology): “Wang et al. [76] found the ultimate load and the stiffness of CFRC-strengthened reinforced concrete (RC) beam are slightly larger than that of the virgin RC beam.”
• Cyclic Crack Monitoring of a Reinforced Concrete Column under Simulated Pseudo-Dynamic Loading Using Piezoceramic-Based Smart Aggregates (2016, background): “The impedance-based health monitoring approach is capable of monitoring the local damage of structures [25–28].”
• A Review of the Piezoelectric Electromechanical Impedance Based Structural Health Monitoring Technique for Engineering Structures (2018, background): “Tseng and Wang [95] applied both experimental and numerical studies on 2 concrete beam structures, which led to the result of the RMSD values increasing when crack damage increased and when crack damage occurred closer to the PZT transducers.”
• Smart concretes and structures: A review (2015, result): “The testing results are in agreement with the numerical simulations using finite element analysis (Tseng and Wang, 2004).”
• Monitoring the strength development in concrete by EMI sensing technique (2010, background): “Experimental implementation for damage detection in concrete structures has been successfully demonstrated by Soh et al. [10], Park et al. [11], Bhalla and Soh [12] and Tseng and Wang [13].”
• An overheight vehicle–bridge collision monitoring system using piezoelectric transducers (2007, unknown): “Tseng and Wang (2004) presented a smart, piezoelectric transducerbased method that is being developed to detect the presence of damage and monitor its progression in concrete structures.”