Intel® Fortran Compiler
Build applications that can scale for the future with optimized code designed for Intel® Xeon® and compatible processors.
29277 Discussions

Strains calculated from Fortran program

JohnNichols
Valued Contributor III
554 Views
1-1.60.79588
2201.30103
3531.724276
41022.0086
53002.477121

 

Jim:

Table is five equally spaced locations so integers are ok, next column is stress in MPa and next column is log.  (See below about the 0.975 )

I have a steel block and we see  strains and stresses, that vary with the daily temperature - this is about 25 days

I was asked why 

JohnNichols_0-1759086264393.png

It turns out the manufacture of the block and the rest of the stuff probably allows a rocking mechanism with temperature, the peak stress point migrates back and forward across the block as the bridge warms and we measure strain at one location on the side.  A simple FEM model shows the expected result.  The strain gauge on the other side failed, so if we averaged we would be ok. 

I have estimated the stress in MPA at the five locations across the top for the point load and get a nice set of numbers, if I plot them I get

JohnNichols_1-1759086454980.png

simple fourth order equation, the lowest number is -1.6 

If I take the log of the last four numbers I get 

JohnNichols_2-1759086513383.png

So -1.6 plots as 0.8. 

If I take 0.8 from 1 I get 0.2 and that is log of 1.6.  Anything below the one line is negative log calculator so to speak.  It breaks down pretty quickly

Thoughts, PS this is just for fun. 

John

 

 

 

 

0 Kudos
1 Reply
jimdempseyatthecove
Honored Contributor III
489 Views

John,

A lot is not said about your setup.

The object under test... you state you have a steel block. Where do you place your strain gauges? On the side that faces the sun?, shade side?.. Is the block painted?

If in your second chart (blue and orange dots), I assume time is your X axis, and Y reflects a factor of strain. I count ~21 cycles.

It may help you understand what is going on, had you had temperature sensors (of steel) in proximity of the strain gauges. Also to have a measurement of solar radiation in proximity of the strain gauges. As well as ambient temperature indicated on chart.

jimdempseyatthecove_0-1759097406589.png

I find three things of interest:

  • The slope up is (generally) not as steep as the slope down.
  • There tends to be a jiggle (1) on the slopes up
  • There is a change in slope up (2)

Why?

 

Are there other external factors that might affect thermal radiation? e.g. shadow from trees, road sign, buildings, window reflections from buildings, traffic, ...?

Jim

 

0 Kudos
Reply