Abstract

Recently self-sensing cementitious composite has demonstrated its strong potentiality for structural health monitoring of civil infrastructures because of its low-cost, long-term stability and compatibility with concrete structures. In this paper, we propose novel hybrid nanocarbon materials engineered cement-based sensors (HNCSs) with high-sensitivity, which are fabricated with self-sensing cementitious composites containing electrostatic self-assembled CNT/NCB composite fillers. The mechanical property and sensing performance of the HNCSs are pre-characterized under static and dynamic compressive loadings. The HNCSs are then integrated into a five-story building model via custom-made clamps to verify the feasibility for dynamic response measurements. Results show that the developed sensors have satisfactory mechanical property and excellent pressure-sensitive reproducibility and stability. With clamps holding on the building model, the HNCSs perform satisfactorily under sinusoidal excitations in the frequency range from 2 to 40 Hz. In addition, the modal frequencies and their changes of the building model caused by ‘damage’ simulated through adding additional masses identified by the HNCSs are favorably consistent with the counterparts acquired by accelerometers and strain gauges, indicating that the developed HNCSs have great potential for structural modal identification and damage detection applications.

Highlights

  • We propose novel hybrid nanocarbon materials engineered cement-based sensors (HNCSs) with high-sensitivity, which are fabricated with self-sensing cementitious composites containing electrostatic self-assembled carbon nanotube (CNT)/nano carbon black (NCB) composite fillers

  • The elastic moduli of the three HNCSs are all less than that (∼9 GPa) of the cementitious composite with 6 wt% of CNT/NCB composite fillers in our previous work [42]

  • This study presented a novel cement-based sensor fabricated with self-sensing cementitious composites for structural modal identification and modal-based damage detection

Read more

Summary

Introduction

In line with SHM systems, vibration-based damage detection methods have been extensively used for structural health and condition assessment, with the underlying premise that changes in the physical properties (such as mass, stiffness and damping) that characterize structural damage or degradation would lead to changes in the modal parameters (such as natural frequencies, mode shapes and modal damping). While a variety of sensors such as accelerometer, linear variable differential transformer, deflection gauge, dynamic strain sensor, moving test vehicle, global positioning system (GPS) and digital video camera have been successfully employed to monitor structural dynamic responses and identify modal properties in a tremendous amount of research and real SHM projects [10,11,12,13,14,15,16,17], the recent advancement in smart materials opens up new avenues to develop more sensing devices for different application purposes and demands

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call