Diagnostics of bends of boiler and steam tubes

One of the difficult problems of power engineering is to ensure reliability of bends of unheated tubes in boilers and steam lines. In spite of a lot of researching and measures taken within the branch Electric Power Engineering in order to increase reliability of bends – no desirable results have yet been achieved and boiler bends are still dangerous joints. The technique of early detection of bend damages with usage of effect of metal magnetic memory is developed. The existing methods of non-destructive control (ultrasonic inspection, magnetic particle inspection) which are widely used in power engineering are intended for search and detection of already developed defects and various cracks in the equipment metal which is not acceptable if we consider the problem of equipment reliability from the point of personnel security.

Herewith it is known that the main source of bend damage is concentration of mechanic stresses caused by working loads. As a rule the bends operating in conditions of additional (not calculated) stresses are damaged.

From the theory of strength and destruction mechanism we know that most unfavourable for damage development in structures is such combination of loads at which metal is locally affected by main tensile stresses. Herewith cracks are formed on the planes perpendicular to the main tensile stresses. The long-term experience of research of magnetic fields on boiler and steam tubes has shown presence of steady lines of change of the sign of normal component of magnetic intensity?Нр?in zones of development of metal damages. This diagnostic parameter (the line?Нр=0) was put in the basis of testing techniques of equipment. The interpretation of this diagnostic magnetic parameter, as line of primary stresses arising on a tube surface under operation of working loads, is given in special paper. Obviously, that the coincidence of?Нр=0 lines with tension or neutral zones of bend is most dangerous for its reliability.

As an example we will consider testing of one of steam-by-pass tubes in turbine PT-60, station number 3 of Diagilevskaya thermal power station (bend №10, steel 15Cr1MoF, ?273х32 mm).

Testing was effected by means of two-channel detector of instrument TSC-1М-4 along the extended side of the bend. Fig.1,a?presents epure of?Нр?field distribution detected in the two-channel mode. As seen from fig.1,a, stress concentration zone (SC) is characterized by an abrupt increase of?Нр?field. It should be noted that scanning along the extended bend zone was made with the datum distance between ferroprobe sensors 20 mm. Herewith abrupt change of?Нр?field was recorded mainly in one measurement channel. Then there was testing made along the bend perimeter in the cross-section of the bend with the abrupt increase of?Нр.

Fig.1,b?shows distribution of?Нр?field recorded along the bend perimeter (cross-section A-A). The distance between ferroprobe sensors was also 20mm. From fig.1,b?can be seen that in one of the channels there was a significant change of value and sign of?Нр, in the other channel – change of?Нр?field is less significant in value and without sign change.

Fig.1a.?Distribution of?Нр field recorded in two-channel mode.	Fig.1b.?Distribution of?Нр field recorded along the bend perimeter.

Fig.2,a?shows stress concentration zone detected on bend №10 near the extended side. SC zone is a spot in form of ellipsis of size 70×35 mm – which is divisible by the wall thickness (32 mm). The spot is limited by line of sign change of?Нр?field (line?Нр=0). Fig.2,b?shows a fragment illustrating pinching of bend №10 (with SC zone) with the bleed-off tube of the same turbine №3. It is obvious that it is the pinching of bend №10 at its temperature compensation that caused SC zone formation.

Fig.2a. Stress concentration zone detected on bend №10 near the extended side.	Fig.2b.?Fragment illustrating pinching of bend №10 (with SC zone) with the bleed-off tube.

Fig.3 illustrates metal structure received from a replica taken from SC zone (along the line?Нр=0) on the bend №10. As seen from fig.3 there were cracks detected in the metal structure on this bend in SC zone – the distance between the cracks is approximately 0,1 mm. Thus bend № 10 was in condition preceding damage.

Fig.3.?Metal structure received from a replica taken from SC zone (along the line?Нр=0) on the bend №10.

The given technique of bend inspection was agreed with Central Technical Administrative Board of Department of Energy at 25 February 1991 and with State Engineering Supervision (Gosgortechnadzor) of Russia at 26 February 1993, has passed an industrial testing on a number of thermal power stations of Russia and in other countries. The sizeable positive experience is accumulated. According this experience the control of bends with usage MMM is effective in combination with ultrasonic inspection and with the analysis of metal structure obtained from samples with SC zones. This technique was added and revised in 2002.