Hi
To find the deflection of a bar under buckling I am trying to solve a set of 10 unknowns and 10 equations, with equations like this one:
eq3 := C1*cos(P^(1/2))+sin(P^(1/2))+5*C3+C4 = C5*cos(P^(1/2))+sin(P^(1/2))+5*C7+C8
(the complete file is included)
When I try to solve the system, Maple is able to evaluate all the C's but not P. That makes sense, because P will be a solution of a transcendental equation (something like tan(x)=x) as opposed to the the C's all being linearly dependant.
I've tried in a number of ways to convert the equations to polynomials, but since there's a transcendental function involved thats not likely to work. Strangely, Maple was able to solve a more simple but similar case using fsolve + specified interval to find P.
Does anyone have an idea that I could try?
Thanks in advance!
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trussbuckling
I don't know if I got it right, but here is my attempt at your problem.
View 221_trussbuckling_gk.mw on MapleNet or Download 221_trussbuckling_gk.mw
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Regards,
Georgios Kokovidis
Dräger Medical
Thanks Georgios, I was
Thanks Georgios,
I was really amazed when I saw fsolve had provided an actual answer, and when I ran your file it gave 'error: too many recursions'.
It turns out Maple 9.5 at home wasn't able to evaluate the problem, but Maple 11 at university was. Apparently Maple 11 has some implicit setting for fsolve to find the smallest solution >0 when there are infinitely many solutions.
Regards, Erik