Tension Rod Break Detection

Tension rods can crack as a result of stress corrosion cracking or exposure to de-icing salts. To ensure that there is no risk to structural stability, a non-destructive test can be performed.

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A large number of older prestressed concrete bridges will need to be replaced with new structures in the coming years due to stress corrosion cracking (SCC) and insufficient structural integrity. It is undisputed that extensive testing must be conducted to ensure structural stability.

These range from visual inspections to non-destructive testing using the latest techniques. Magnetic stray field measurement (also known as prestressing steel fracture detection) is a suitable non-destructive testing method.

Physical Principles

Using the non-destructive method based on magnetic stray field measurement, fractures in prestressing tendons can be localized. The type of bond between the prestressing tendons is irrelevant. Breaks in prestressing tendons can be detected in both immediate bonding (prestressing tendons are prestressed during concrete placement) and post-tensioning (prestressing of the tendons occurs after the concrete has hardened). Localization is also possible when both sides of the break are in contact. 

A magnetic testing system is guided over the surface of the concrete component along the prestressing tendon to be inspected. Magnetic stray fields form at the break points of individual prestressing wires, which can be measured by sensors. 

The prestressing tendons are inspected using the BetoFlux system, developed specifically for this purpose by the Fraunhofer Institute for Non-Destructive Testing (IZfP) in Saarbrücken.