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Acoustic Emission and Fatigue Characteristics of Typical Bridge Steels
Summary
This study used acoustic emission monitoring during tensile tests of low-carbon structural steels to show that emissions arise from micro-plastic deformation processes such as dislocation motion. Axial fatigue tests on bridge steels found no clear relationship between load history and subsequent fatigue performance, and demonstrated that acoustic emission in the 100-300 kHz range can detect cracks in large structural members.
Acoustic emission monitoring was used during tensile tests of low-carbon structural steels to determine the physical characteristics of the acoustic emission phenomena. Results indicate that acoustic emissions are caused by micro-plastic deformation processes (i.e., dislocation motion). A series of axial-fatigue tests was performed on several types of structural steels, some of which had extensive service in bridges. There was no apparent relation between specimen load histories and subsequent performance in fatigue tests. Tensile tests of specimens subjected to extensive fatigue testing, at stresses below the yield strength of the material, revealed no major difference in mechanical properties or acoustic emission response due to their fatigue histories. Further tests revealed that acoustic emission testing in the frequency range of 100-300 kHz has the physical capability of detecting cracks on large structural steel members. This may prove beneficial for the comprehensive nondestructive evaluation of steel bridges.