VW Strain Gauge Surface Mount VWS-2000


 
The VWS-2000 series vibrating wire surface strain mount gauges are designed for the long term monitoring of steel or concrete structures. Gauges may be attached to steel structures by arc welding or, using alternative end blocks, bonded or grouted into concrete.
 
The strain gauge operates on the principle that a tensioned wire, when plucked, vibrates at its resonant frequency. The square of this frequency is proportional to the strain in the wire.

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Descriptions

The gauge consists of two end blocks with a tensioned steel wire between them. The end blocks can be attached by either arc welding, bonding or groutable anchors to steel or concrete.
 
Around the wire is a magnetic coil which when pulsed by a vibrating readout or data logger interface plucks the wire and measures the resultant resonant frequency of vibration.
 
As the steel or concrete surface undergoes strain the end blocks will move relative to each other. The tension in the wire between the blocks will change accordingly thus altering the resonant frequency of the wire.

Technical Specifications

Gauge length VWS-2000: 150mm; VWS-2010: 89mm
Overall length VWS-2000: 156mm; VWS-2010: 95mm
Resolution 1 με
Strain Range 3000 με
Accuracy ±0.1 (individual calibration) to ±0.5% FS (standard batch calibration)
Non linearity <0.5% FS
Temperature -20°C to +80°C
Frequency range VWS-2000: 850-1550 VWS-2010: 900-2000

Case Studies

Severn Valley Landslip, Ironbridge

The River Severn flows through the Ironbridge Gorge which is located to the south of Telford in Shropshire and is a World Heritage Site. The Gorge is thought to have originated some 10,000 years ago and is deeply incised in rocks of the Upper Carboniferous and Silurian age, which are prone to land sliding. There have been a number of failures through its history. The valley sides rise steeply from 40m at river level to over 140m on the plateau above.
 
A recent slip had occurred in the Halesowen Formation. This area is particularly susceptible to movement as it includes more silty strata and less sandstone than elsewhere. Buildings and roads were affected by the landslide.
 
Considerable investigative work was undertaken by Telford and Wrekin Council on this landslide to develop appropriate management plans to anticipate and mitigate the effect on the land usage. This included ‘stitching’ strategic locations within the area of failure using tubular steel sections which were placed into the hillside and then filled with concrete.
 
Severn Valley Landslip, Ironbridge Case Study

Downloads

VW Strain Gauge Surface Mount VWS-2000 Manual

VW Strain Gauge Surface Mount VWS-2000 Datasheet

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