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Chapter 13: Strain Transformations
M13.2: Strain Transformation Example
State the Problem
State the Problem
Plan the Solution
Table of Contents
Normal Strain in n Direction
Normal Strain in t Direction
Normal Strain in t Direction
scene
1
of
6
The thin rectangular plate is subjected to strains of
ε
x
=
+
900
μ
m
/
m
,
ε
y
=
-
600
μ
m
/
m
, and
γ
x
y
=
-
850
μ
r
a
d
.