NTL Record

Title Design, Develop and Fabricate a Prototype Nondestructive Inspection and Monitoring System for Structural Cables and Strands of Suspension Bridges, Volume I: Final Report
Record ID 69264
Personal Name
Creator
Barton, J. R.; Teller, Cecil M.; Suhler, Sidney A.
Personal Name
Contributor
McGogney, Charles
Corporate Creator United States. Federal Highway Administration. Office of Engineering and Highway Operations R&D
Corporate
Contributor
Texas Research Institute Austin, Inc.
Publisher United States. Federal Highway Administration. Office of Engineering and Highway Operations R&D
Publication Date 19890501
Language English
Abstract This report describes the development of a prototype magnetic perturbation NDE system for inspecting and monitoring structural cables and strands of suspension bridges. Although this method had been applied successfully to a variety of NDE problems, including small diameter cables, the application to larger diameter cables was an extremely difficult endeavor. A limited parametric laboratory investigation was conducted using a rudimentary system consisting of a 200-lb (91 kg) electromagnet with an attached Hall probe to measure the magnetic perturbations as a simulated cable was scanned. The first specimen consisted of 370 steel rods (0.25-in. (6.4-mm) diameter by 20-ft (6.1-m) long) enclosed by a 6.0-in. (15.2-cm) I.D. by 0.28-in. (7.1-mm) wall thickness steel pipe 20-ft (6.1-m) long that supported the rods and also simulated the 0.2-in. (5.1-mm) diameter soft steel spiral protective wrap used on some main cables. Magnetic anomalies in the steel pipe obscured flaw signals except for very large flaws. After many changes in the experimental arrangement which included replacing the steel pipe with an aluminum pipe, detection of a 0.27% cross-sectional area flaw at a depth of 1.9 in. (4.8 cm) was achieved. Subsequently, a prototype Magnetic Perturbation Cable (MPC) NDE system was constructed and field demonstrations were successfully conducted on the 6.3-in. (16-cm) diameter Luling Bridge stay cables (12-15 December 1988). Approximately 420 data scans (each 100 in. (2.5 m) long) were recorded. Comprehensive analyses disclosed the possibility that grouting was so thin in several regions on top of a cable that segments of wires were moved by the magnetic attractive forces at each poleface. The MPC incorporates the high sensitivity, excellent resolution, long-term stability, etc., of the magnetic perturbation method with modern microprocessor control, digital communication, computer archival storage, digital signal analyses routines, etc., into an integrated, state-of-the-art, automated NDE system that now makes it possible to apply modern quantitative structural lifetime assurance strategies to suspension bridge cables.
Public Note FHWA Contract Manager: Charles McGogney, HNR-10.
Rosap ID dot:44079
Rosap URL https://rosap.ntl.bts.gov/view/dot/44079
TRT Terms Bridge cables; Suspension bridges; Suspension cables; Nondestructive tests; Detection and identification; Inspection; Monitoring; Prototypes
General Subjects Magnetic Perturbation; Leakage Flux; Nondestructive Inspection; Bridge Cables; Stay Cables; Automated Inspection
Geographical
Coverage
United States
Contract Number DTFH61-87-C-00090
Report Number FHWA-RD-89-158
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/69000/69200/69264/FHWA-RD-89-158_Design__Develop__and_Fabricate.pdf
Format PDF
Database NTL Digital Repository