Strain Problems-Engineering Mechanics-Handout, Exercises of Mechanical Engineering

This lecture handout is for Engineering Mechanics course, given by Dr. Lakhan Pyare at Ankit Institute of Technology and Science. It includes: Two-dimensional, Strain, Tensor, Maximal, Principal, Compression, Extension, Strike-strip, Fault, Displacement, Gradient

Typology: Exercises

2011/2012

Uploaded on 07/07/2012

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1 Problem Set #4
Problem 2
Just NE of Los Angeles, the San Andreas fault trends approximately
N65W–S65E. To within observational error, the displacement gradient
there is observed to be (each year):
0.15 0.24
0.00 0.15
where x1 is East and x2 is North, and the units are 106 strain.
a) Write the (two dimensional) strain tensor, the rotation tensor, and the
areal dilation.
b) What are the directions of maximal principal compression and extension?
c) Is this what you would expect, if the San Andreas is a strike-slip fault?
Solution
a) The strain and rotation tensor are found directly from the displacement
gradient tensor
dui
dxj
= du1
dx1
du2
dx1
du1
dx2
du2
dx2
= 0.15
0.00
0.24
0.15
× 106/year.
The strain tensor is
εij = 1
2 dui
dxj
+ duj
dxi
= 1
2 2du1
dx1
du2
dx1 + du1
dx2
du1
dx2 + du2
dx1
2du2
dx2
= 0.15
0.12
0.12
0.15
×106/year.
The rotation tensor is
ωij = 1
2 dui
dxj
duj
dxi
= 1
2 0
du2
dx1 du1
dx2
du1
dx2
0
du2
dx1
= 0.00
0.12
+0.12
0.00
×106/year.
δA
The area dilation, A , is the trace of the strain tensor
δA = εii = ε11 + ε22 = (0.15 0.15)106/year = 0/year
A
and the area is constant.
b) To find the principal strains and directions of the strain tensor, we
follow the same procedure that we used to find the principal stresses and
directions of the stress tensor (see the solutions for problem set 3 for details).
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Problem 2

Just NE of Los Angeles, the San Andreas fault trends approximately N65◦W–S65◦E. To within observational error, the displacement gradient there is observed to be (each year):

  1. 15 0. 24
  2. 00 − 0. 15

where x 1 is East and x 2 is North, and the units are 10−^6 strain.

a) Write the (two dimensional) strain tensor, the rotation tensor, and the areal dilation.

b) What are the directions of maximal principal compression and extension?

c) Is this what you would expect, if the San Andreas is a strikeslip fault?

Solution

a) The strain and rotation tensor are found directly from the displacement gradient tensor

dui dxj

� (^) du 1 dx du 1 2 dx 1

du 1 du^ dx^2 2 dx 2

  1. 15
  2. 00

� × 10 −^6 /year.

The strain tensor is

εij =

� dui dxj

duj dxi

� 2 du dx^11 du 2 dx 1 +^

du 1 dx 2

du 1 dx 2 +^

du 2 dx 1 2 du dx^22

  1. 15
  2. 12

� × 10 −^6 /year.

The rotation tensor is

ωij =

� dui dxj

duj dxi

� 0 du 2 dx 1 −^

du 1 dx 2

du 1 dx 2 − 0

du 2 dx 1

  1. 00 − 0. 12

� × 10 −^6 /year.

The area dilation, δA A , is the trace of the strain tensor δA = εii = ε 11 + ε 22 = (0. 15 − 0 .15)10−^6 /year = 0/year A

and the area is constant.

b) To find the principal strains and directions of the strain tensor, we follow the same procedure that we used to find the principal stresses and directions of the stress tensor (see the solutions for problem set 3 for details).

� � �� �

� � �� � �

� � � � � �

� � � �

In brief, the principal strains, per year, are the solutions to the characteristic equation

× 10 −^6

  1. 15 − λ 0. 12
  2. 12

det(εij − λδij ) = − 0. 15 − λ

⇒ λ = ± (0.12)^2 + (0.15)^210 −^6 ≈ ± 0. 19 × 10 −^6

where the positive and negative signs correspond to extension and contrac tion, respectively. The principal directions, ˆn, associated with each λ are found as the solutions to

  1. 15 � 0. 19 0. 12 × 10 −^6 n 1 =
  1. 12 − 0. 15 � 0. 19 n 2 0

where the principal directions must form a right handed coordinate system. The solutions can be expressed as

σprincipal^

× 10 −^6 and ˆ

nn =^ nj(n)^ = +0. 33 +0. 94

where the first matrix is the principal strain tensor, and the columns of the second matrix define the principal frame, given in terms of the original coordinate system. Note that the final solution to this problem is nonunique in terms of the signs of the eigenvectors, which is to say it is nonunique in terms of π 2 rotations about the axes.