lecture 11 3d stress

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11/24/2014 1 EE3280 Lecture 11 3D Stress 3D Stress 3D Stress Notation The stress components , , acting on the positive face are taken to be positive when they are directed in the positive x, y and z directions. The state of stress at a point consists of 9 components of stress: ( , , ), ( , , ), ( , , )

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11/24/2014

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EE3280

Lecture 11

3D Stress

3D Stress

3D Stress Notation

The stress components 𝜎π‘₯π‘₯ , 𝜎π‘₯𝑦 , 𝜎π‘₯𝑧 acting on the

positive face are taken to be positive when they are

directed in the positive x, y and z directions.

The state of stress at a point consists of 9

components of stress: (𝜎π‘₯π‘₯, 𝜎π‘₯𝑦 , 𝜎π‘₯𝑧), (πœŽπ‘¦π‘¦ , πœŽπ‘¦π‘₯, πœŽπ‘¦π‘§),

(πœŽπ‘§π‘§, πœŽπ‘§π‘₯, πœŽπ‘§π‘¦)

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The state of stress at a point is not a scalar or a vector. It

is a more complicated object, called a second order tensor.

Scalars: defined by magnitude, e.g. temperature, density.

Vectors: defined by magnitude and direction, e.g. force,

displacement, velocity.

Second-order tensors: defined by magnitude and two

directions, e.g. stress, strain, electromagnetic field

strength.

Tensor Stress Tensor

Stresses on Arbitrary Planes

Stresses on Arbitrary Planes

N

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Stresses on Arbitrary Planes Stresses on Arbitrary Planes

Stresses on Arbitrary Planes Normal Stress and Shear Stress on an Oblique Plane

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Example 1

Determine the stresses acting on a plane of particular importance in

failure theory, represented by face ABC in the figure with QA=QB=QC.

Solution

X, Y and Z axis are principal axes, πœŽπ‘‹π‘‹ = 𝜎1, πœŽπ‘Œπ‘Œ =𝜎2, πœŽπ‘π‘ = 𝜎3, πœŽπ‘‹π‘Œ = πœŽπ‘Œπ‘ = πœŽπ‘‹π‘ = 0. Plane ABC is one of

the eight faces of a regular octahedron.

The normal stress on this plane is octahedral normal

stress,oct, and the shear stress on it is the octahedral

shearing stress, oct.

Solution

πœŽπ‘œπ‘π‘‘ = πœŽπ‘ƒπ‘ =1

3(𝜎1 + 𝜎2 + 𝜎3)

πˆπ‘· = 1

3(𝜎1𝑖 + 𝜎2𝑗 + 𝜎3π‘˜)

πœπ‘œπ‘π‘‘ = πœŽπ‘ƒπ‘† =1

32𝜎1

2 + 2𝜎22 + 2𝜎3

2 βˆ’ (𝜎1 + 𝜎2+𝜎3)2

=1

3(𝜎1βˆ’πœŽ2)2 + (𝜎2βˆ’πœŽ3)2 + (𝜎3βˆ’πœŽ1)2

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Transformation of Stress in 3D Transformation of Stress in 3D

Principal Stresses in 3D Principal Stresses in 3D

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Example 2 Example 2

Example 2 Example 2

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Example 3 Example 3

Example 3 Mohr’s Circle in 3D

For any plane through the point,

let N axis be normal to the plane

and S axis coincide with the

shear component of the stress

for the plane.

πœŽπ‘π‘† π‘Žπ‘›π‘‘ πœŽπ‘π‘ are coordinate axes

to construct Mohr’s circle.

The stress components for any

plane passing through the point

locates a point either on one of

the three circles or in one of the

two shaded areas.

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Mohr’s Circle in 3D Example 4

Example 4

The normal and shear stresses acting on the planes with normal vectors N1

and N2 are :