Notes on Formulas for Vector Analysis | MATH 332, Study notes of Vector Analysis

Material Type: Notes; Class: Vector Analysis; Subject: Mathematics; University: New Mexico Institute of Mining and Technology; Term: Unknown 2001;

Typology: Study notes

Pre 2010

Uploaded on 08/08/2009

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Ivan Avramidi, MATH 332: Vector Analysis, Formulas 1
MATH 332: Vector Analysis
Formulas
Vector Algebra
x1=x, x2=y, x3=z
e1=i,e2=j,e3=k
ei·ej=δij
ei×ej=εijk ek
A=Aiei
A·B=AiBi
A·B=B·A
|A|2=A·A=AiAi
A×B=εijk AjBkei=
i j k
A1A2A3
B1B2B3
(A×B)i=εijk AjBk
A×A= 0
[A,B,C] = A·(B×C) = εijk AiBjCk
[A,B,C] = [B,C,A] = [C,A,B]
Line parallel to A:
xi=x(0) i+Ait
t=xix(0) i
Ai
, Ai6= 0
Plane orthogonal to N
Ni(xix(0) i) = 0
Identities:
A×(B×C) = B(A·C)C(A·B)
Tensors:
δij =δji
δii = 3
δijAj=Ai
δijAiBj=AiBi=A·B
εijk =εjik =εik j =εkji
εijk =εjk i =εkij
εijj =εjij =εj ji = 0
εijk δij =εijk δik =εijk δjk = 0
pf3
pf4

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MATH 332: Vector Analysis

Formulas

Vector Algebra

x 1 = x, x 2 = y, x 3 = z

e 1 = i, e 2 = j, e 3 = k

ei · ej = δij

ei × ej = εijkek

A = Aiei

A · B = AiBi

A · B = B · A

|A|

2 = A · A = AiAi

A × B = εijkAj Bkei =

i j k

A 1 A 2 A 3

B 1 B 2 B 3

(A × B)i = εijkAj Bk

A × A = 0

[A, B, C] = A · (B × C) = εijkAiBj Ck

[A, B, C] = [B, C, A] = [C, A, B]

Line parallel to A:

xi = x(0) i + Ait

t =

xi − x(0) i

Ai

, Ai 6 = 0

Plane orthogonal to N

Ni(xi − x(0) i) = 0

Identities:

A × (B × C) = B(A · C) − C(A · B)

Tensors:

δij = δji

δii = 3

δij Aj = Ai

δij AiBj = AiBi = A · B

εijk = −εjik = −εikj = −εkji

εijk = εjki = εkij

εijj = εjij = εjji = 0

εijkδij = εijkδik = εijkδjk = 0

εijkAj Ak = εijkAiAk = εijkAiAj = 0

δ

i j =^ δ

j i =^ δ

ij = δij

ε

ijk = εijk

εijkε

mnl = δ

m i δ

n j δ

l k +^ δ

m j δ

n k δ

l i +^ δ

m k δ

n i δ

l j

− δ

m i δ

n k δ

l j −^ δ

m j δ

n i δ

l k −^ δ

m k δ

n j δ

l i

εijkε

mnk = δ

m i δ

n j −^ δ

m j δ

n i

εijkε

mjk = 2δ

m i

εijkε

ijk = 6

Vector Functions

Position

R = xiei = xi + yj + zk

Velocity

v =

dR

dt

Acceleration

a =

dv

dt

d

2 R

dt

2

Arc Length

ds = |v|dt

s(t) =

∫ (^) t

t 0

|v(τ )| dτ

Speed

|v| =

ds

dt

Tangent

T =

v

|v|

Curvature

k =

|v|

dT

dt

|v × a|

|v|^3

Radius of curvature

ρ =

k

Principal Normal

N =

k|v|

dT

dt

Binormal

B = T × N

Torsion

τ =

|v|

B ·

dN

dt

Scalar and Vector Fields

Partial derivatives

∂i =

∂xi

∂ 1 = ∂x, ∂ 2 = ∂y, ∂ 3 = ∂z

Nabla (Del) Operator

∇ = ei∂i = i∂x + j∂y + k∂z

Gradient

grad f = ∇f = ei∂if

∇if = ∂if

Directional derivative

df

ds

dR

ds

· gradf =

dxi

ds

∂if

Flow curves dxi

ds

= βFi

∫ Q

P

∇ϕ · d R = ϕ(Q) − ϕ(P )

F = ∇×G ⇔ G(x, y, z) =

0

F(tx, ty, tz) ×R t dt

Unit Normal:

to a surface R = R(u, v)

n =

∂uR × ∂vR

|∂uR × ∂vR|

to a surface f (x, y, z) = C

n =

∇f

|∇f |

Surface Element

dS = ∂uR × ∂vR du dv

d S = |∂uR × ∂vR| du dv

For a surface given by

z = f (x, y), a ≤ x ≤ b, y 1 (x) ≤ y ≤ y 2 (x)

dS =

1 + (∂xf )^2 + (∂yf )^2 dy dx =

dx dy

| cos γ|

Flux through S

∫ ∫

S

F · dS =

S

F · n d S

∫ (^) b

a

∫ (^) y 2 (x)

y 1 (x)

F · n

1 + (∂xf )

2

  • (∂yf )

2 dy dx

Divergence Theorem

∫ ∫ ∫

D

∇ · F dV =

S

F · dS

Green’s Theorem

C

(F 1 dx + F 2 dy) =

D

(∂xF 2 − ∂yF 1 )dxdy

Stokes’ Theorem

∫ ∫

D

(∇ × F ) · dS =

C

F · d R