The problem defines: velocity in the local base {e_r,e_theta,e_z}, the gradient and acceleration in the local curvilignear base e_i ox e_j avec i,j in {r,theta,z}

Brynn Collins

Brynn Collins

Open question

2022-08-22

The problem defines:
velocity in the local base { e r , e θ , e z }, the gradient and acceleration in the local curvilignear base e i e j avec i , j { r , θ , z }
In a problem's solution, this result is used to calculate the stress resultant
σ n = [ 0 μ w / H p a t m ]
R = 0 2 π
+ 0 2 π 0 R d p a t m e z r d r d θ =
= 0 2 π ( e θ ( θ ) d θ 0 R d μ ω H r d r ( 2 π p atm 0 R d r d r ) e z
then it says 0 2 π ( e θ ( θ ) d θ = 0 which I've been stuck for one hour looking where it came from ?

Answer & Explanation

etapi9a

etapi9a

Beginner2022-08-23Added 12 answers

The integral in question is, in some sense, a sum of all the radially-pointing unit vectors pointing out from the same "anchor point". Since they all have equal magnitudes, all possible directions are included in this "sum", and all angles are given equal weight, these vectors "cancel out" one another.
An explicit demonstration uses the fact that
e θ ( θ ) = sin θ i ^ + cos θ j ^ ,
where i ^ and j ^ are the unit vectors (anchored at the same point) pointing along the x- and y-axes, respectively.
0 2 π e θ ( θ ) d θ =   0 2 π ( sin θ i ^ + cos θ j ^ ) d θ =   i ^ 0 2 π sin θ d θ + j ^ 0 2 π cos θ d θ =   i ^ × 0 + j ^ × 0 =   0 ,
the zero vector.

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