Crack Depth Measurement in Concrete Using Surface Wave Transmission
نویسندگان
چکیده
A technique to estimate the depth of surface-breaking cracks in concrete is presented. The surface wave transmission coefficient across the crack plane is determined and used to estimate the depth. A self-compensating testing scheme is applied to eliminate experimental difficulties. Here the self-compensating testing scheme is introduced, and the approach used to estimate crack depth from the measured surface wave transmission coefficient is described. Experimental results obtained from concrete specimens with pre-placed surface-breaking notches are then presented. BACKGROUND Techniques that non-destructively detect defects, measure the mechanical properties, or monitor the state of deterioration in concrete structures are of considerable interest to civil engineers [1,2]. A distinct single surface-breaking crack is a common and significant defect that can eventually lead to failure of a concrete structure. Thus it is important to monitor in a non-destructive fashion the distance that the crack extends into the concrete. Several studies on the time-of-flight technique to predict surface-breaking crack depth in concrete have been reported. The time-of-flight method however is not effective when realistic concrete cracks are tested, that is when the crack tip is ill defined and the crack is tightly closed [3]. Wave transmission or attenuation measurements do show high sensitivity to realistic cracking in concrete under laboratory conditions [4]. Practical one-sided surface wave transmission coefficient measurements in relatively homogeneous materials such as metals have been achieved through the use of a self-compensating testing scheme. In this paper, the surface wave transmission coefficient obtained using a self-compensating scheme is used to predict the depth of surface-breaking notches in concrete. SELF-COMPENSATING THEORY In the frequency domain, we can represent the surface wave signal sent at point i and received at point j (Vy) as a simple product of terms CP657, Review of Quantitative Nondestructive Evaluation Vol. 22, ed. by D. O. Thompson and D. E. Chimenti © 2003 American Institute of Physics 0-7354-0117-9/03/S20.0
منابع مشابه
Using air-coupled sensors to determine the depth of a surface-breaking crack in concrete.
Previous studies showed that the surface wave transmission coefficient across a surface-breaking crack in concrete can be used to estimate the crack depth. However, inconsistencies in the surface wave transmission measurements limit the test accuracy and application of this technique. The inconsistencies come from near-field scattering by the crack tip and inconsistent sensor coupling condition...
متن کاملEvaluation of Distributed Surface-breaking Cracks in Concrete Using Surface Wave Transmission Method
Abstract Previous research has indicated that the surface wave transmission (SWT) method can be used to measure the depth of a single surface-breaking crack in concrete. In this paper, the authors extend the SWT method to evaluation of distributed cracks in concrete. First, scattering field of surface waves caused by distributed cracks in concrete was investigated using numerical simulation. Se...
متن کاملAssessment of Reinforced Concrete Surface Breaking Crack Using Rayleigh Wave Measurement
An improved single sided Rayleigh wave (R-wave) measurement was suggested to characterize surface breaking crack in steel reinforced concrete structures. Numerical simulations were performed to clarify the behavior of R-waves interacting with surface breaking crack with different depths and degrees of inclinations. Through analysis of simulation results, correlations between R-wave parameters o...
متن کاملDetection of Concrete Damage Using Ultrasonic Pulse Velocity Method
This paper investigates the efficiency of Ultrasonic Pulse Velocity (UPV) method in detecting cracks and flaws inside the concrete. A series of concrete beams and slab specimens were cast and damaged to simulate the different mechanisms possible in a reinforced concrete deck due to mechanical loading. Two types of simulated cracks, namely, cracks perpendicular and cracks parallel to axis of bea...
متن کاملRecent developments in concrete nondestructive evaluation
Concrete is a multi-phase composite material which is difficult to inspect using conventional ultrasonic techniques, including those that work well on relatively homogeneous materials such as metals. This paper summarizes recent research that makes use of signal processing techniques to overcome ultrasonic inspection difficulties in concrete. Basic findings from several new laboratory-based NDE...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
دوره شماره
صفحات -
تاریخ انتشار 2003