
Evan M. answered 05/02/20
M.S. Structural Engineering with a year of job experience
Here is my attempt at this problem:
I am taking the tree to be a cantilever beam, deflecting due to its self-weight. As the tree grows in length and radius, the deflection at the tip remains the same.
deflection at the tip of a cantilever beam with a distributed load can be expressed as
Δ = wL4/(8EI) -----> (equation 1)
Note that since the length and radius are changing in time, I, w, and L are actually I(t), w(t), and L(t), but I will omit this notation for the sake of readability.
w = pgπr2 (density • g • area)
I = πr4/4 (moment of inertia for a circle)
So we can plug these into equation 1 and simplify:
Δ = pgL4/(2Er2)
rearranging this to solve for L:
L = [2EΔ/(pg)]1/4 • √r
Let's set [2EΔ/(pg)]1/4 to cΔ for readability, so
L = cΔ • √r -----> (equation 2)
and recall L and r are the only variables that change with time.
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Now let's look at the mass:
p = m/V (density is mass/volume)
Note that m and V are actually m(t) and V(t), but I will omit this notation for the sake of readability.
V = πr2L so
p=m/(πr2L)
solving for m,
m = pπr2L -----> (equation 3)
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Since the plant is growing at a constant mass rate, let's differentiate equation 3, and note that m' is a constant, so we will replace it with cm:
m' = cm = pπ(2r•r'•L + r2•L') -----> (equation 4)
Realizing we now have L and L', let's differentiate equation 2 to obtain L':
L' = cΔ•r' / (2√r) -----> (equation 5)
Now we have L and L', and can substitute both into equation 4:
cm = pπ{2r•r'•cΔ•√r + r2•cΔ•r' / (2√r)}
Now we have a differential equation in terms of r. When we simplify, the terms in the {curly brackets} add nicely:
cm/(pπ) = 5/2•r3/2•r'•cΔ
so we get
r3/2•r' = 2cm/(5pπcΔ)
If we set 2cm/(5pπcΔ) to cr,
r3/2•r' = cr -----> (equation 6)
I used wolfram alpha to solve this differential equation:
r(t) = (5/2)2/5•(cr•t + c1)2/5 -----> (equation 7)
Note that we defined cr, but c1 comes from the constant in solving a differential equation, so we can use boundary conditions to solve for c1.
We will use r(0) = ro:
r(0) = ro = (5/2)2/5•(c1)2/5
solving for c1, we get
c1 = (2/5)•ro5/2
So we now have an equation for r(t):
r(t) = (5/2)2/5•(cr•t + (2/5)•ro5/2)2/5
where cr = 2cm/(5pπcΔ)
and cΔ = [2EΔ/(pg)]1/4
and cm is the constant mass rate
and Δ is the constant deflection at the tip
and E is the elastic modulus of the tree
p, g, and ro were given.
Please let me know if you see any mistakes in my work, since there are so many steps