Title | Mechanics of Deformable Bodies |
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Mechanics of Deformable Bodies 06-85-218 Chapter 2 Chapter 2: Strain 1. Deformation 2. Strain Introduction • Objectives: – Consider the deformation of structures – Define the concept of strain – Solve problems in which normal and shear strains need to be calculated 1. Deformation • External loads wi...
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Mechanics of Deformable Bodies 06-85-218
Chapter 2
Chapter 2: Strain 1. Deformation 2. Strain
Introduction • Objectives: – Consider the deformation of structures – Define the concept of strain – Solve problems in which normal and shear strains need to be calculated
1. Deformation • External loads will cause a body to deform – Large deformations • Stretching of a rubber band • Deformation of metal in a wire drawing operation
– Small deformations • Deflections of the floor beams in a building • Elongation/contraction due to a temperature change
– Non-uniform deformations • e.g. bending of a beam
2. Strain • Normal strain: the change in length per unit length =
�ℎ� � �� � =
�
�ℎ
�ℎ
�
• Strain is a dimensionless quantity (m/m, in/in, %) • Elongation ( > ); contraction ( < )
2. Strain • Normal strains cause a change in volume – The initial dimensions are � ,� ,�
– Each side deforms to � +
� +
� +
=�
+
=�
+
=�
+
2. Strain • Example of normal strain: • A bar of length 400 mm is stretched to 420 mm; calculate the normal strain in the bar:
•
=
� �
=
4
4
−4
=
4
= .
= %
400 mm
δ = 20 mm
2. Strain • Shear strain: the change of angle
• Angle decreases ( > ) • Angle increases ( < )
2. Strain • Shear strains cause a change in shape � � �
– Initial angles: , , – Deformed angles �
−
,
�
−
,
�
−
2. Strain • Example of shear strain:
= ��
−
.
.
= .
��
2. Strain • 3 normal strains
,
,
• 3 shear strains
,
,
In-class problem (2-4) • Determine the normal strain in each wire after a 2°clockwise rotation around B.
In-class problem (2-12) • Determine the shear strain at A.
In-class problem (2-13) • Determine the normal strain along diagonal DB and side AD.
In-class problem (2-18) • Determine the shear strain at A and at B...