eciv 720 a advanced structural mechanics and analysis lecture 7: formulation techniques: variational...
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![Page 1: ECIV 720 A Advanced Structural Mechanics and Analysis Lecture 7: Formulation Techniques: Variational Methods The Principle of Minimum Potential Energy](https://reader036.vdocuments.us/reader036/viewer/2022081506/56649d7e5503460f94a61a7d/html5/thumbnails/1.jpg)
ECIV 720 A Advanced Structural
Mechanics and Analysis
Lecture 7: Formulation Techniques: Variational Methods
The Principle of Minimum Potential Energy and the Rayleigh-Ritz Method
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Objective
Governing Differential Equations of Mathematical Model
System of Algebraic Equations
“FEM Procedures”
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We have talked about
•Elements, Nodes, Degrees of Freedom•Interpolation•Element Stiffness Matrix•Structural Stiffness Matrix•Superposition•Element & Structure Load Vectors•Boundary Conditions•Stiffness Equations of Structure & Solution
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“FEM Procedures”
The FEM Procedures we have considered so far are limited to direct physical argument or the Principle of Virtual Work.
“FEM Procedures” are more general than this…
General “FEM Procedures” are based on Functionals and statement of the mathematical model in a weak sense
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Strong Form of Problem Statement
A mathematical model is stated by the governing equations and a set of boundary conditions
e.g. Axial Element
Governing Equation: )(xPdx
duAE
Boundary Conditions: au )(0
Problem is stated in a strong form
G.E. and B.C. are satisfied at every point
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Weak Form of Problem Statement
This integral expression is called a functional e.g. Total Potential Energy
A mathematical model is stated by an integral expression that implicitly contains the governing equations and boundary conditions.
Problem is stated in a weak form
G.E. and B.C. are satisfied in an average sense
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Potential Energy
= Strain Energy - Work Potential
U
dVUV
T εσ2
1
2
1
V
Uu
Strain Energy Density
WP
ii
Ti
V
T
V
T
dV
dVWP
Pu
Tu
fu
(conservative system)
Body Forces
Surface Loads
Point Loads
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Total Potential & Equilibrium
i
iTiV
T
V
T
V
T dVdVdV PuTufuεσ2
1
Principle of Minimum Potential Energy
For conservative systems, of all the kinematically admissible displacement fields, those
corresponding to equilibrium extremize the total potential energy. If the extremum condition is
minimum, the equilibrium state is stable
0
iuMin/Max: i=1,2… all admissible displ
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For Example
ii
Ti
V
T dV
Pu
εσ2
1
0
iuMin/Max:
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k1
k2
k3 k4
1
2
3
Example
F1
F3
u1
u2
u3
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The Rayleigh-Ritz Method for Continua
i
iTiV
T
V
T
V
T dVdVdV PuTufuεσ2
1
The displacement field appears in
work potential i
iTiV
T
V
T dVdVWP PuTufu
and strain energy dVUV
T εσ2
1
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The Rayleigh-Ritz Method for Continua
Before we evaluate , an assumed displacement field needs to be constructed
Recall Shape Functions
n
iii uxNxu
1
For 1-D ii uzyxNu ,,
jj uzyxNv ,,
kk uzyxNw ,,
For 3-D
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The Rayleigh-Ritz Method for Continua
Before we evaluate , an assumed displacement field needs to be constructed
ii uzyxNu ,,
jj uzyxNv ,,
kk uzyxNw ,,
For 3-D
kk azyxw ,,
ii azyxu ,,
jj azyxv ,,
Generalized Displacements
OR
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Recall…
111 uxbaxu
222 uxbaxu
u1 u2
A,E,L
x
x1 x2
Alternatively…
xbaxu
2
1
2
1
1
1
u
u
b
a
x
x
Solve for a and b
Linear Variation
111 uxbaxu
222 uxbaxu
u1 u2
A,E,L
x
x1 x2
Alternatively…
xbaxu
2
1
2
1
1
1
u
u
b
a
x
x
Solve for a and b
Linear Variation
u1 u2
A,E,L
x
x1 x2
u1 u2
A,E,L
x
x1 x2
Alternatively…
xbaxu
2
1
2
1
1
1
u
u
b
a
x
x
2
1
2
1
1
1
u
u
b
a
x
x
Solve for a and b
Linear Variation
kk azyxw ,,
ii azyxu ,,
jj azyxv ,,
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The Rayleigh-Ritz Method for Continua
Interpolation introduces n discrete independent displacements (dof) a1, a2, …, an. (u1, u2, …, un)
u= u(a1, a2, …, an)
and
= (a1, a2, …, an)
Thus
u= u (u1, u2, …, un)
= (u1, u2, …, un)
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The Rayleigh-Ritz Method for Continua
For Equilibrium we minimize the total potential
(u,v,w) = (a1, a2, …, an)
w.r.t each admissible displacement ai
01
a
02
a
0
na
Algebraic System of
n Equations and n unknowns
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Example
x
y
1 1
2
A=1 E=1
Calculate Displacements and Stresses using
1) A single segment between supports and quadratic interpolation of displacement field
2) Two segments and an educated assumption of displacement field