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FORMULA TABLES IN SOLID MECHANICS
Compiled by Sören Sjöström. Latest update 6th December, 2013.
Contents
Elementary beam bending cases
Data for some frequent cross-section geometries
Beam with axial load
Euler instability cases
Westergaard solution for stress and displacement near a crack tip
Stress-intensity factors for some elementary crack cases
Energy release rate
Mixed-mode stress intensity factors
Plastic zone near crack tip
The J integral
HCF: Multiaxial stress states
Stress-concentration factors ( ) for geometries containing holes or notches.
Unless otherwise stated, tables are taken from Sundstöm B (ed.): Handbook of Solid Mechanics,
Department of Solid Mechanics, KTH, Stockholm, 2010.
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Bending of beams
In all cases shown,
E = elastic modulus
I = area moment of inertia
CASES 1 – 5: CANTILEVER BEAM
1
2
3
5
Data for some frequent cross-section geometries
h/b 1 1.25 1.5 2 3 4 5 10 → ∞
F1 0.422 0.515 0.587 0.686 0.790 0.843 0.874 0.937 1.000
F2 0.833 0.885 0.924 0.984 1.069 1.125 1.166 1.249 4/3
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Euler instability cases
In all 5 cases
E = elastic modulus
I = area moment of inertia
l = length
CASE 1 2 3 4 5
Bound-
ary
condi-
tion
A: free
B: clamped
A: pinned
B: pinned
A: pinned
B: clamped
A: clamped
B: clamped
A: clamped/
gliding
B: clamped
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Note: In the displacement equations, the parameter depends on whether the situation is plane
deformation or plane stress:
Stress intensity factors for elementary crack cases
CENTRAL CRACK IN SHEET WITH PRESCRIBED BOUNDARY LOAD
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CRACKS STARTING AT CIRCULAR HOLE IN AN INFINITELY LARGE SHEET
DOUBLE EDGE CRACKS IN SHEET WITH PRESCRIBED BOUNDARY LOAD
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SINGLE EDGE CRACK IN SHEET WITH PRESCRIBED BOUNDARY LOAD
EDGE CRACK IN STRIP WITH PRESCRIBED BENDING MOMENT LOAD
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Energy release rate
where
The following universal relations are valid between G and stress intensity factors:
Mixed-mode stress intensity factors
Criterion based on energy release rate:
Maximum tangential stress criterion:
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Plastic zone near crack tip
The Dugdale model also gives expressions for the crack opening:
The J integral
The J integral is path-independent (provided that the strain energy function exists and has the prop-
erty everywhere in the region swept by when going from one path to another).
Further, if exists and has the above-mentioned property in the region enclosed by in the figure,
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HCF: multiaxial stress states
Sines’ criterion:
1. In a case where , i.e., if all stress components vary in phase, the
following and can be used:
2. If we do not have , the above expression for is still valid,
whereas an improved expression must be used for :
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Table of stress concentration factors för frequent geometries
containing notches and stress concentrations
1. AXIALLY LOADED FLAT BAR 2. FLAT BAR WITH BENDING-MOMENT LOAD
3. AXIALLY LOADED SHEET WITH HOLE 4. AXIALLY LOADED CIRCULAR SHAFT