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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
Uploaded on 07/07/2012
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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):
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?
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
�
� × 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
�
� × 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
�
� × 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).
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� � �� � �
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In brief, the principal strains, per year, are the solutions to the characteristic equation
× 10 −^6
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
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.