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Methods for Damage Examination in .NET Access QR in .NET Methods for Damage Examination




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11.3 Methods for Damage Examination generate, create quick response code none on .net projects Microsoft Official Website Table 11.1. Methods for examining defects and deterioration Type of defect / deterioration Method of examination Visual detection Close-up detection Digital imaging Leak or pressure tests Dye penetrants, chemical sensors Ultrasonic tests Corrosion Cracks Mechanical damage Remarks Small equipment such as hammer, ash, caliper, and measuring tape are needed. Automatic processing qr-codes for .NET is usually required Pit corrosion and small cracks can be detected Affected by cleanliness Time consuming and requires operator skill like all other methods Only for magnetic materials; only (sub)surface defects are detected Reduction of stiffness due to damage can be detected Surface and subsurface cracks at weld seams, heat-treatment variations, steel thickness, coating thickness, crack depth Danger of radiation; specialized expertise needed For preliminary assessments; specialized rms are needed Limited to speci c materials or situations Deformation patterns of dents; an emerging technique Simple, cost effective, records surface defects Preliminary calibration is needed. Magnetic particle Strain gauges Electro-magnetic eld techniques Radiometry (X-ray) Ac oustic emission or natural frequencies Thermal imaging Moire contours ` Replica Test coupons . structures with many .net framework qr bidimensional barcode corrosion pits, it is not always easy to remove the heavy rust and correct the thickness measurement because the surface is uneven after the rust is removed. Specialized NDE wastage assessment technology is an alternative when coating breakdown is not signi cant (B ving 1989; Saidarasamoot et al.

2003). Some advanced methods are also available (Agarwala and Ahmad 2000); the acoustic emission and natural frequency measurement methods are cheap and reliable in terms of detecting signi cant changes in structural responses and can also be tailored for the detection of both general and pitting corrosion..

Inspection and Maintenance Radiographic methods VS .NET QR-Code can detect the variations in the thickness of metallic components. Thermal-imaging methods may be useful for detecting hidden corrosion.

The weight-loss coupon method periodically monitors loss of weight in a coupon exposed to corrosion. Galvanic thin lm microsensors may be employed for in-situ monitoring of coating durability and hidden corrosion. Electrochemical impedance spectroscopy can be used to measure the early-stage deterioration of coating and substrate corrosion underneath a (paint) coating, although electrochemical techniques are affected by temperature and pH, among other factors.

Eddy current arrays can provide a high-resolution readout with fast response, although eddy current arrays may not always be easy to apply to the large and geometrically complex structures. Hydrogen measurement probes can be used in cases where corrosion proceeds with measurable evolution of hydrogen. The use of chemical sensors of certain types, particularly those relying on uorescence and color change adopted for dye-penetrant testing, has not proven very practical because corrosion is typically widespread.

The methods using strain gauges are also not practical because they need a calibration with the noncorroded elements and are generally affected by the corrosive environment as the strain gauges need to be bonded to the structure in large quantities. In magnetic ux measurement, a sensor is immerged to sense the current ow between anodic and cathodic areas; then, by measuring the metal loss, the corrosion wastage distribution can be obtained by computer-controlled data processing. 11.

3.2 Fatigue and Other Crack Examination In practice, fatigue cracking is repeatedly seen at geometrically similar locations. Therefore, it will be wise to know critical areas prone to fatigue cracking beforehand.

This may be easier for standard details but more dif cult in new types of structures (Ma et al. 1999) and can, in any event, be achieved by appropriate detailed stressand fatigue-analysis. A visual inspection is a primary method to detect cracks where it is needed to determine the type of crack in situ and examine whether cracks are likely to propagate.

Dye penetrant and magnetic particle testing may follow after visual detection so that surface crack lengths can be approximately measured; it is usually dif cult to measure the crack depth without the removal of the material affected. Various NDE methods are available for detection and measurement of fatigue cracking. Tiku and Pussegoda (2003) compare the applicability of such methods (see Table 11.

2). In addition, more advanced NDE techniques, such as acoustic emission, infrared thermography, laser shearography, potential drop test, alternating current eld measurement, crack propagation gauges, and automated ball indentation, are also available. Eddy current, ultrasonic, and potential drop tests can characterize the crack dimensions and locations with different accuracies, but these tests are generally better than visual inspection (Ditchburn et al.

1996). Vanlanduit et al. (2003) present a new method for in-service monitoring of fatigue cracking applying ultrasonic surfaceguided waves where dynamic actions are allowed so that open cracks can be detected.

Talei-Faz et al. (2004) present a digital photogrammetric technique that allows for three-dimensional measurements in real time for the cracking and deformation occurrence in local areas..

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