Monitoring Early Age Properties of Cementitious Material Using Ultrasonic Guided Waves in Embedded Rebar

Thumbnail Image
Date
2016-01-01
Authors
Sun, Hongbin
Zhu, Jinying
Major Professor
Advisor
Committee Member
Journal Title
Journal ISSN
Volume Title
Publisher
Authors
Research Projects
Organizational Units
Journal Issue
Is Version Of
Versions
Series
Series
Review of Progress in Quantitative Nondestructive Evaluation
Center for Nondestructive Evaluation

Begun in 1973, the Review of Progress in Quantitative Nondestructive Evaluation (QNDE) is the premier international NDE meeting designed to provide an interface between research and early engineering through the presentation of current ideas and results focused on facilitating a rapid transfer to engineering development.

This site provides free, public access to papers presented at the annual QNDE conference between 1983 and 1999, and abstracts for papers presented at the conference since 2001.

Department
Abstract

The evaluation of early age properties of concrete is critical for ensuring construction quality. This paper presents a new method for monitoring the early age properties of cementitious material using ultrasonic guided waves in a rebar. Longitudinal mode L(0,1) wave in rebar is excited by an EMAT sensor and received by a P-wave ultrasonic transducer. Dispersion curves are developed to choose appropriate frequency with low attenuation and dispersion. Continuous measurements during cement hydration are used to monitor the longitudinal wave attenuation resulted from the leakage from the rebar to the surrounding concrete. The evolution of the p-wave and shear wave velocity is also measured at the same time. Experiment attenuation is verified by the calculated attenuation in both time domain and frequency domain based on ultrasonic wave velocity measurements. Experiments were performed on three cement paste samples and three mortar samples. The results indicate that attenuation is linearly related to the shear wave velocity and shear wave velocity is linearly related to the penetration resistance (ASTM C403) in logarithmic scale. Mechanical properties and hardening process can be monitored using the two linear relationships.

Comments
Description
Keywords
Citation
DOI
Source
Copyright