contributor author | Rebecca Gordon | |
contributor author | Jose A. Pincheira | |
date accessioned | 2017-05-08T21:34:51Z | |
date available | 2017-05-08T21:34:51Z | |
date copyright | November 2010 | |
date issued | 2010 | |
identifier other | %28asce%29be%2E1943-5592%2E0000102.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56627 | |
description abstract | Prior studies on the time-of-flight diffraction (TOFD) method have focused primarily on ground smooth, clean surfaces of steel. In practice, however, the surface of an existing bridge element will be covered with rust or have several layers of paint. The main objective of this study was to evaluate the influence of the surface condition of steel elements (i.e., painted or rusted) on the ability of the method to accurately detect and size flaws. These objectives were met by performing a number of tests on plates with saw cuts or implanted fatigue cracks with different surface conditions. These included ground smooth and polished, rusted, and painted surfaces. The data show that rusted surfaces will reduce the amplitude of the ultrasonic signals, but they will not impair the ability of the TOFD method to detect and accurately size flaws. A painted surface will also cause a reduction in signal amplitude. More important, however, is the appearance of additional wave signals that could be interpreted as false indications. While these additional signals do not obscure the presence of actual flaws or affect the accuracy of the TOFD method to size the flaws, they make flaw detection more difficult. Based on the results of this study, recommendations for field inspection on rusted or painted surfaces using the TOFD method are provided. | |
publisher | American Society of Civil Engineers | |
title | Influence of Surface Condition on the Inspection of Steel Bridge Elements Using the Time-of-Flight Diffraction Method | |
type | Journal Paper | |
journal volume | 15 | |
journal issue | 6 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)BE.1943-5592.0000100 | |
tree | Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006 | |
contenttype | Fulltext | |