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Additional info for Acoustic Emission: Standards and Technology Update (ASTM Special Technical Publication, 1353)
27-30, 1996, Nara, Japan, pp. 355-360. , "Acoustic Emission Theory for Moment Tensor Analysis," Res. Nondestr. , Vol. 7, No. 6, 1995, pp. 169-184. , Okamoto, T. , "Several AE Sources Observed during Fracture of Repaired Reinforced Concrete Beams," Progress in AE 5 (JSNDI~ Proc. 10th Intern. , Oct. 345-353. , Shigeishi, M. , "Acoustic Emission Generated in Corners of Reinforced Concrete Rigid Frame Under Cyclic Loading," Materials Evaluation, Vol. 53, No. 3, Mar. 1995, pp. 409-412. Edouard G. Nesvijski 1 ON THE NECESSITY OF A NEW STANDARD FOR TIIE ACOUSTIC EMISSION CHARACTERIZATION OF CONCRETE AND REINFORCED CONCRETE STRUCTURES REFERENCE: Nesvijski, E.
2 kN produced very high amplitudes that reached nearly 80 dB. Thus, the different AE sources could be clearly distinguished by comparing the amplitude data with the results of the visual observation and the measurement by displacement transducers. A concrete beam integrity (CBI) ratio, given below, was proposed as a criterion to measure the severity of damage induced in repaired concrete beams. CBI ratio = load at onset of AE / maximum prior load In the field of fiber-reinforced plastic (FRP) structures, AE tests have been widely used to evaluate structural integrity and testing has been standardized by ASME Code, Section V, Article 11.
Standard test methods have been developed for testing these structures using AE. The attractiveness of the method is that it is a global inspection method. AE provides a method to screen these structures in a relatively quick manner without significant loss of service time. UW Research Program Field Testing Because of the question concerning how much the in-plane and out-of-plane vibrations contribute to the connection fatigue damage, the initial focus of the research will be to determine the actual dynamic movements that typical poles have in service.