EN224: LINEAR ELASTICITY - Brown University€¦ · 6. Let ab, be two (not necessarily orthogonal)...

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EN2210: Continuum Mechanics Homework 1: Index Notation; basic tensor operations Solutions School of Engineering Brown University 1. Which of the following equations are valid expressions using index notation? If you decide an expression is invalid, state which rule is violated. (a) ij ij kk ij S σ σ δ = (b) (c) 0 ijk kkj = (d) i k ijkl j l u u C t x x ρ = (a) – OK. (b) (c) – no – the index k is repeated three times. (d) OK. [3 points] 2. Let k k R xx = . Calculate log( ) i R x and 2 log( ) i i R x x . Recall that i ij j x x δ = and use the chain rule. ( ) 2 2 2 2 2 2 3 2 4 2 2 2 2 ( ) log( ) 1 1 1 2 2 1 2 2 3 2 1 k k i ki k k ik i i ij ij ij i j i i i j j j i i xx x R x x x R R x R R xx x R R x x x x x R R R R R R R x x R R R δ δ δ δ δ = = + = = + = = = = [2 POINTS] 3. Verify that (i.e. use the index notation rules to show that 1 ji im jm S S δ = ) 1 1 1 2det( ) 2det( ) ji im ipq jkl pk ql im ipq jkl pk ql im S S S S S S S S = = S S Recall the identity det( ) ijk il jm kn lmn SS S =∈ S This gives 1 1 1 det( ) ( ) 2det( ) 2det( ) 2 ipq jkl pk ql im jkl mkl kk jm jk mk jm S S S δ δ δ δ δ = = = S S S [3 POINTS] 4. Use index notation rules to show that 2 ∇×∇× = ∇∇ ⋅ −∇ u u u Expand the LHS in index notation

Transcript of EN224: LINEAR ELASTICITY - Brown University€¦ · 6. Let ab, be two (not necessarily orthogonal)...

Page 1: EN224: LINEAR ELASTICITY - Brown University€¦ · 6. Let ab, be two (not necessarily orthogonal) unit vectors in 3. Find formulas for the eigenvalues and eigenvectors of S a ab

EN2210: Continuum Mechanics

Homework 1: Index Notation; basic tensor operations Solutions

School of Engineering Brown University 1. Which of the following equations are valid expressions using index notation? If you decide an

expression is invalid, state which rule is violated.

(a) ij ij kk ijS σ σ δ= − (b) (c) 0ijk kkj∈ ∈ = (d) i kijkl

j l

u uCt x x

ρ∂ ∂∂

=∂ ∂ ∂

(a) – OK. (b) (c) – no – the index k is repeated three times. (d) OK. [3 points]

2. Let k kR x x= . Calculate log( )

i

Rx

∂∂

and 2 log( )

i i

Rx x

∂∂ ∂

.

Recall that iij

j

xx

δ∂

=∂

and use the chain rule.

( )2 2

2

2 2 2 3 2 4

2

2 2 2

( )log( ) 1 1 12 2

1 2 2

3 2 1

k k iki k k ik

i i

ij ij ij i jii

i j j j

i i

x x xR x xx R R x R R

x xxR Rxx x x xR R R R R R

Rx x R R R

δ δ

δ δ δ

∂∂= = + =

∂ ∂

∂ ∂ ∂ = + = − = − ∂ ∂ ∂ ∂

∂⇒ = − =

∂ ∂

[2 POINTS]

3. Verify that (i.e. use the index notation rules to show that 1ji im jmS S δ− = )

1 1 1

2det( ) 2det( )ji im ipq jkl pk ql im ipq jkl pk ql imS S S S S S S S− = ∈ ∈ = ∈ ∈S S

Recall the identity det( )ijk il jm kn lmnS S S∈ =∈ S

This gives 1 1 1det( ) ( )2det( ) 2det( ) 2ipq jkl pk ql im jkl mkl kk jm jk mk jmS S S δ δ δ δ δ∈ ∈ = ∈ ∈ = − =S

S S

[3 POINTS]

4. Use index notation rules to show that 2∇×∇× =∇∇ ⋅ −∇u u u Expand the LHS in index notation

Page 2: EN224: LINEAR ELASTICITY - Brown University€¦ · 6. Let ab, be two (not necessarily orthogonal) unit vectors in 3. Find formulas for the eigenvalues and eigenvectors of S a ab

( )ijk klm m kij klm m il jm im jl mj l j l j l

m im i j j

u u ux x x x x x

u ux x x x

δ δ δ δ∂ ∂ ∂ ∂ ∂ ∂∈ ∈ =∈ ∈ = −

∂ ∂ ∂ ∂ ∂ ∂

∂ ∂ ∂ ∂= −∂ ∂ ∂ ∂

[3 POINTS]

5. Let 1 2 3{ , , }m m m be a (not necessarily Cartesian) basis in 3 , and let ij i jg = ⋅m m ,

ij i j ij i jT S= ⊗ = ⊗ =T m m S m m U ST . Find an expression for the components of U in

1 2 3{ , , }m m m .

( )( ) ( )ij i j kl k l ij j k kl i l ij jk kl i lS T S T S g T= = ⊗ ⊗ = ⋅ ⊗ = ⊗ST S m m m m m m m m m m

Hence il ij jk klU S g T= [2 POINTS]

6. Let ,a b be two (not necessarily orthogonal) unit vectors in 3

. Find formulas for the eigenvalues and eigenvectors of = ⊗ + ⊗S a a b b , in terms of ⋅a b and ×a b . (Don’t use the standard formulas to do this. You can write down one eigenvalue and eigenvector by inspection. This and the symmetry of S then tells you something about the direction of the other two eigenvectors. You can use that insight to find the remaining eigenvectors, and finally deduce the eigenvalues).

By inspection, one eigenvector (with a null eigenvalue) must be perpendicular to ,a b . Thus

3 = ×e a b , 3 0λ = Since S is symmetric, the eigenvectors must be orthogonal, which means that the other two eigenvectors must lie in the a,b plane. We can construct these as β= +e a b , where β is to be determined. By definition

[ ] [ ][ ] [ ]β β λ β+ = ⊗ + ⊗ + = +S a b a a b b a b a b We can take the dot product of this with a,b to give

[ ][ ] [ ]

[ ][ ] [ ](1 ) ( ) (1 )

(1 ) ( ) ( )

β λ β

β β λ ββ λ β

β β λ β

⋅ ⊗ + ⊗ + = ⋅ +

⇒ + ⋅ + ⋅ ⋅ + = + ⋅

⋅ ⊗ + ⊗ + = ⋅ +

⇒ ⋅ + ⋅ + ⋅ + = ⋅ +

a a a b b a b a a ba b a b a b a b

b a a b b a b b a ba b a b a b a b

If we let γ = ⋅a b this is two equations for β and λ (1 ) ( ) (1 )

(1 ) ( ) ( )βγ γ γ β λ βγ

γ βγ γ β λ γ β+ + + = ++ + + = +

These are easily solved to see that 1, 1 1, 1 1β λ γ β λ γ γ= = + = − = − ≠

We can check (or with some insight construct these directly)

:[ ][ ] [ ][ ][ ] [ ]

(1 ) (1 ) (1 )

(1 ) ( 1) (1 )

⊗ + ⊗ + = + ⋅ + + ⋅ = + ⋅ +

⊗ + ⊗ − = − ⋅ + ⋅ − = − ⋅ −

a a b b a b a a b b a b a b a b

a a b b a b a a b b a b a b a b

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For the special case 1⋅ =a b there is a repeated eigenvector of 1. Any vector in the ,a b plane is an eigenvector, but we can pick ( ) ( )1 ( 1) 0λ λ λ= = × =a b a b as three mutually perpendicular eigenvectors with their corresponding eigenvalues.

[5 POINTS] 7. Let R be a proper orthogonal tensor (det(R)>0). Let 1 2 3, ,I I I be the three invariants of R defined in

class. Show that 1 2I I= (but do this without any index notation manipulations). Recall that 3 det( ) 1I = =R . The characteristic equation is 3 2

1 2 3 0I I Iλ λ λ− + − = . But we know that this must be satisfied for 1λ = which can only be the case if 1 2I I= .

[2 POINTS]

8. Let n be the dual vector of a skew tensor W . What is Wn ?

Since n is the dual vector we have that = × =Wn n n 0

[1 POINT] 9. Let W be a skew tensor. Show that +I W is nonsingular and 1( )( )−− +I W I W is orthogonal.

Suppose that +I W is singular. Then there exists some vector x that satisfies ( )+ = ⇒ = −I W x 0 Wx x . But this would require ⋅ = − ⋅x Wx x x and we have a contradiction, since Wx must be perpendicular to x.

Now

1 1 1

1 1 1 1

1 1

( )( ) ( )( ) ( ) ( ) ( )( )

( ) ( )( )( ) ( ) ( )( )

( ) ( )( )( )

T T T− − − −

− − − −

− −

− + − + = + − − +

= − + − + = − − +

= − − + + =

I W I W I W I W I W I W I W I W

I W I W I W I W I W I WW I W

I W I W I W I W I

[5 POINTS]

10. Let S be a non-singular second order tensor with invariants 1 2 3, ,I I I . Show that

1 21 2 3( ) /I I I− = − +S S S I

Page 4: EN224: LINEAR ELASTICITY - Brown University€¦ · 6. Let ab, be two (not necessarily orthogonal) unit vectors in 3. Find formulas for the eigenvalues and eigenvectors of S a ab

This follows directly from the Cayley-Hamilton theorem

[2 POINTS]

11. Let S be symmetric and W skew. Calculate :S W

0ij ij ji ij ji ji ij ij ij ijS W S W S W S W S W= = − = − ⇒ =

[2 POINTS]