On 5/28/2009 1:30:43 AM, aprasun wrote:
>thanks for suggesting "Faster version" of solutions.
That's it is not the concept of the posts that I read here, aren't fast (by istelf).
>may I expect the " stabilized" results even if I change the "Guess" values of the variables.
You can't. Usually two surfaces intercepts over a curve and maybe some few isolated points. But actually, at anything, like an entire volume.
The concept of a 'stable' solution is one that have a small set of isolated points, and for a reasonable range of guess values, all fall in the same one point.
The extended concept is that, even the solution could be anything (like complexes in your case), there are some ranges for alpha and beta that the solutions are equals (but not always).
You must impose more restrinctions over your problem. There are one or two equations losed.
A lot of times the restrictions came from the factorys: only some sizes avaibles, only some stress, and thinks like this.
All angular obertures are admisibles? (remember that you write your angles in radians, from 0 to 1 there are a lot of degrees there). Which is the definition of 'fisured concrete'? Never is 'broken concrete'? For the low, you take corrosion=1.5 mm and thickness 20 mm - corrosion. How correlates this variations with the half angles? For the high, alpha and beta are half angles, so, which is their upper limit? 1 rad is near 60 deg, too much for a 'half angle'.
If you include some range also for the external pressure (is external, isn't? So, can't be anything, someone sure know how much could be) you can include the pressure equation as restriction in a minmax problem.
Or search in the literature the lost equation.
Alvaro.