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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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514

STRESS TRANSFORMATIONS

mecmovies 12.15 presents an

animated derivation of the Mohr’s

circle stress transformation

equations.

The German civil engineer Otto Christian Mohr (1835–1918) developed a useful

graphical interpretation of the stress transformation equation. This method is known as

Mohr’s circle. Although it will be used for plane stress transformations here, the Mohr’s

circle method is also valid for other transformations that are similar mathematically, such

as area moments of inertia, mass moments of inertia, strain transformations, and threedimensional

stress transformations.

Derivation of the circle Equation

Mohr’s circle for plane stress is constructed with the normal stress σ plotted along the

horizontal axis and the shear stress τ plotted along the vertical axis. The circle is constructed

such that each point it represents is a combination of σ and τ that acts on one

specific plane through a point in a stressed body. The general plane stress transformation

equations, expressed with double-angle trigonometric functions, were presented as Equations

(12.5) and (12.6), respectively, in Section 12.7:

σ

n

σx + σ y σx − σ y

= + cos2θ + τxy

sin2θ

2 2

τ

nt

σx

=−

− σ y

sin2θ + τxy

cos2θ

2

Equations (12.5) and (12.6) can be rewritten with terms involving 2θ on the right-hand side:

σ

n

σx + σ y σx − σ y

− = cos2θ + τxysin2θ

2 2

σx

− σ y

τ nt =− sin2θ + τxy

cos2θ

2

Both equations can be squared, then added together, and simplified to give

σ

n

σx

2

2

+ σ y⎞

σ − σ

2 ⎛ x y⎞

2

τ

τ

⎟ + nt =

⎟ + xy

(12.20)

2 2

This is the equation of a circle in terms of the variables σ n and τ nt . The center of the circle

is located on the σ axis (i.e., τ = 0), at

C

σx

=

+ σ

2

y

(12.21)

The radius of the circle is given by the square root of the right-hand side of Equation (12.20):

mecmovies 12.16 presents a

step-by-step guide to constructing

Mohr’s circle for plane stress.

R =

Equation (12.20) can be written in terms of C and R as

2

⎛ σx

− σ y⎞

2

τ xy

2 ⎠

⎟ + (12.22)

2 2 2

( σ − C)

+ τ = R

(12.23)

n

which is the standard algebraic equation for a circle with radius R and center C.

nt

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