Full text: XVIIIth Congress (Part B5)

  
rotor blade. The primary aim of the experiment is to make 
a verification of design stress distribution. 
Table 1 Rotor blade load increments. 
7th June 1995 10th June 1995 
h | % design load 96 load 
0 10 100 
50 11 150 
12 175J 
13 200 
14 200J 
15 225J 
16 250J 
17 250J 
  
A structural test of this type involves loading the blade 
according to a design distribution which reflects wind 
load. Whilst several suitable test methods exist, in this 
case, the blade was firmly fixed at its root to a jig, sand 
bags and lead ingots were then incrementally placed on 
the blade surface in a configuration designed to reflect 
wind loading. Table 1 details the loading increments 
applied to the rotor blade. The suffix 'J' on the later 
epochs indicates that the angle of the supporting jig was 
altered by means of hydraulic jacks to allow the static 
load to be applied without the tip of the rotor blade 
touching the laboratory floor. The final epoch (17) 
consisted of a series of small changes in the hydraulic 
jacks as the rotor blade was allowed to fail due to creep. 
At each increment in design load, measurements of strain 
and deflection were made at strategic locations on and 
within the rotor blade. Deflection measurements were 
made by conventional intersection survey. Two Zeiss Elta 
2 total stations were used to coordinate several pre- 
targeted points located at specific points along the blade 
length. Table 2 shows the RMS location of these targets 
in all three coordinate axes. These values meet the sub- 
Graph of deflection against % design load. 
  
  
  
  
  
  
200 
180 
160 
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Deflection (m) 
Figure 2 Measurements of deflection against design load 
for the targeted points along the blade length. 
  
millimetre specification since only deflection 
measurements, corresponding to the Z axis, were 
required. These measurements are conventionally plotted 
against % design load to give the graph in figure 2. 
Table 2 Target location precision by survey intersection 
Axis X Y Z 
Coordinate RMS (mm) | 1.71 2.01 0.70 
3. PHOTOGRAMMETRIC DATA ACQUISITION 
  
  
  
  
  
  
  
  
The research orientated digital photogrammetric system 
available at the time of testing was not capable of 
measuring the complete length of the blade to sub- 
millimetre precision. Instead a small 3m long region of 
interest at the major change in section near the root of the 
rotor blade was selected. This area was spray painted 
with matt-black cellulose paint to reduce surface glare 
before targeting with 62 3mm diameter retro-reflective 
targets. Ten larger  retro-targets were mounted 
independently of the test structure and coordinated by 
intersection with the Zeiss Elta 2 instruments to provide a 
stable control network. Three additional targets were 
located on the supporting jig to provide a measure of the 
stability of the rotor blade mounting. 
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Five multiplexed pulnix 
cameras including ring 
lighting equipment. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
486DX2 PC 
  
  
  
Figure 3 Schematic diagram of the imaging system 
Five Pulnix TM6CN interline CCD cameras were used to 
image the targeted volume. Figure 4 illustrates the 
network used and the relative positions of the structural 
components. All five cameras were previously calibrated 
using optical bench techniques and straight line arrays at 
three different distances coinciding with the near, far ang 
intermediate object distances. These data were then used 
Camera 5 
16mm lens 
      
  
    
   
   
  
  
Camera 2 
16mm lens 
  
  
* 
. Camera 4 
Z Camera 1 8.5mm lens 
8.5mm lens 
    
Camera 3 
16mm lens 
Figure 4 The photogrammetric network used to measure a 
portion of the turbine blade. 
494 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996 
    
   
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