1 00:00:09,366 --> 00:00:13,133 Nondestructive testing is common in the railroad industry 2 00:00:13,133 --> 00:00:15,133 for a variety of applications 3 00:00:15,133 --> 00:00:18,033 including the inspection of rail. 4 00:00:18,033 --> 00:00:19,866 Modern rails are typically made 5 00:00:19,866 --> 00:00:21,900 of very high-quality steel alloy 6 00:00:21,900 --> 00:00:23,666 that is hot rolled into a shape 7 00:00:23,666 --> 00:00:26,000 similar to structural I-beams. 8 00:00:26,000 --> 00:00:27,900 Once the rail is formed, 9 00:00:27,900 --> 00:00:29,600 the sections are joined together by either 10 00:00:29,600 --> 00:00:33,300 welded or bolted connections to form a track. 11 00:00:33,300 --> 00:00:36,366 Over time, rails can develop discontinuities 12 00:00:36,366 --> 00:00:39,033 originating from overlooked manufacturing defects 13 00:00:39,033 --> 00:00:41,166 or from in-service use. 14 00:00:41,166 --> 00:00:43,533 Ultrasonic testing is used to detect 15 00:00:43,533 --> 00:00:45,933 discontinuities in rail sections 16 00:00:45,933 --> 00:00:48,800 as well as motive power and car equipment. 17 00:00:48,800 --> 00:00:50,866 There are several methods used to conduct 18 00:00:50,866 --> 00:00:53,300 rail inspections, the most common being 19 00:00:53,300 --> 00:00:56,500 the “walking stick” and inspection car method. 20 00:00:56,500 --> 00:00:59,400 The “walking stick” is a mobile testing device 21 00:00:59,400 --> 00:01:01,733 that is pushed by an operator while test data 22 00:01:01,733 --> 00:01:04,133 is visually interpreted on a monitor. 23 00:01:04,133 --> 00:01:06,533 The inspection car is self-propelled 24 00:01:06,533 --> 00:01:10,000 and operates at high-speed along a designated route. 25 00:01:10,000 --> 00:01:13,700 It utilizes many technologies including ultrasonic testing 26 00:01:13,700 --> 00:01:15,333 to detect possible flaws 27 00:01:15,333 --> 00:01:17,833 or discontinuities in the rail. 28 00:01:17,833 --> 00:01:20,100 Once the data are collected and analyzed, 29 00:01:20,100 --> 00:01:22,966 a verification operator following behind the car 30 00:01:22,966 --> 00:01:25,333 will confirm any possible flaw indications 31 00:01:25,333 --> 00:01:27,733 using a hand-held flaw detector. 32 00:01:27,733 --> 00:01:29,933 Discontinuities typically occur 33 00:01:29,933 --> 00:01:31,733 in the head and web of the rail 34 00:01:31,733 --> 00:01:34,166 and less commonly in the base. 35 00:01:34,166 --> 00:01:36,000 The geometry of the head and web 36 00:01:36,000 --> 00:01:37,833 significantly impact the echo pattern 37 00:01:37,833 --> 00:01:39,833 seen by a straight beam transducer 38 00:01:39,833 --> 00:01:41,900 located on the rail head. 39 00:01:41,900 --> 00:01:43,800 For this example, we will use 40 00:01:43,800 --> 00:01:46,900 a 5MHz straight beam contact transducer 41 00:01:46,900 --> 00:01:50,000 such as the A109S-RM 42 00:01:50,000 --> 00:01:52,266 connected to an EPOCH 650 flaw detector 43 00:01:52,266 --> 00:01:54,000 for the inspection. 44 00:01:54,000 --> 00:01:56,066 Since most rail is made of steel, 45 00:01:56,066 --> 00:01:58,566 we can input an approximate material velocity 46 00:01:58,566 --> 00:02:02,133 of 0.2320 inches per microsecond 47 00:02:02,133 --> 00:02:05,333 and adjust other parameters as necessary. 48 00:02:05,333 --> 00:02:07,333 To detect discontinuities 49 00:02:07,333 --> 00:02:08,900 first place the transducer 50 00:02:08,900 --> 00:02:10,900 on a presumed good location and 51 00:02:10,900 --> 00:02:12,400 adjust the gain so that we can 52 00:02:12,400 --> 00:02:14,500 clearly see the backwall. 53 00:02:14,500 --> 00:02:15,966 Then we scan along the part 54 00:02:15,966 --> 00:02:17,633 to look for defects, 55 00:02:17,633 --> 00:02:19,400 On our live A-scan display 56 00:02:19,400 --> 00:02:21,433 defects are represented by echoes that occur 57 00:02:21,433 --> 00:02:23,833 prior to the backwall echo. 58 00:02:23,833 --> 00:02:26,300 Please note, angle beam transducers 59 00:02:26,300 --> 00:02:29,033 may be required to detect discontinuities 60 00:02:29,033 --> 00:02:31,100 at an incline. 61 00:02:31,100 --> 00:02:33,866 These are just a few of the railroad industry applications 62 00:02:33,866 --> 00:02:35,566 where Olympus products can help 63 00:02:35,566 --> 00:02:37,400 enhance your inspection process.