Heart Disease Prediction using machine learning.pptx
Soil dyn __3 corr
1. Soil Dynamics
3. Wave Propagation
Cristian Soriano Camelo1
1Federal University of Rio de Janeiro
Geotechnical Engineering
August 03rd, 2017
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 1 / 47
2. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 2 / 47
3. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 3 / 47
4. Introduction
Geologic materials
Must be treated as continua
Dynamic response in terms
of: wave propagation
While most structures can readily be idealized as assemblages of discrete
masses with discrete sources of stiffness, geologic materials cannot.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 4 / 47
5. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 5 / 47
6. Waves in unbounded media
One dimensional wave propagation
-Longitudinal vibration: e.g a thin rod extents and contracts.
-Torsional vibration: e.g a thin rod rotates about its axis.
-Flexural vibration: e.g the axis of a thin rod moves laterally.
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7. Waves in unbounded media
Longitudinal waves
∂σx
∂x = ρ∂2x
∂t2 - In terms of the inertial force induced by acceleration of
the mass of the element;
In this form, the equation of motion is valid for any stress-strain
behaviour but cannot be solved directly because it mixes stresses with
displacements.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 7 / 47
8. Waves in unbounded media
Longitudinal waves
To simplify the equation of motion, the left side of the previous
equation can be expressed in terms of displacement by using the
stress-strain relationship, σx = Mεx, where the constrained modulus
M = (1 − ν)/[(1 + ν)(1 − 2ν)]E, and the strain-displacement
relationship, εx = ∂u/∂x.
Therefore,
∂2u
∂t2 = M
ρ
∂2u
∂x2 - Longitudinal wave equation, M=constrained modulus,
ρ=density;
∂2u
∂t2 = v2
p
∂2u
∂x2 - In terms of wave propagation velocity, vp = M/ρ.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 8 / 47
9. Waves in unbounded media
Longitudinal waves
It can be seen that propagation velocity depends only in the properties
of the material (stiffness and density). The wave propagation velocity
increases with stiffness and with decreasing density
Example 1: Wave propagation velocity for different materials.
vp = M
ρ = M
(SG)ρw
= Mg
(SG)γw
g = 9.81m/s2 and γw = unit weight of water.
Material Specific Gravity (SG) M (KPa) vs (m/s)
Steel 7.85 2.79x108 5956
Rubber 1.2 1.15x109 30976
Water 1.0 2.34x106 1531
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 9 / 47
10. Waves in unbounded media
Torsional waves
∂2θ
∂t2 = G
ρ
∂2θ
∂x2 = v2
s
∂2θ
∂x2
Where, vs = G/ρ is the velocity of propagation of the torsional wave
and G the shear modulus.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 10 / 47
11. Waves in unbounded media
Example 2: Shear wave propagation velocity for different materials.
vp = G
ρ = G
(SG)ρw
= Gg
(SG)γw
g = 9.81m/s2 and γw = unit weight of water.
Material Specific Gravity (SG) G (KPa) vs (m/s)
Steel 7.85 7.93x107 3178
Rubber 1.2 1.15x106 979
Water 1.0 0 0
Water can produce no resistance to shear stresses and consequently
cannot transmit torsional waves.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 11 / 47
12. Waves in unbounded media
Solution of the one-dimensional equation of motion The general
equation is on the form: ∂2u
∂t2 = v2 ∂2u
∂x2
And the solution can be written as: u(x, t) = f(vt − x) + g(vt + x)
If the rod is subjected to some steady-state harmonic stress
σ(t) = σ0cos(ωt)
Where ω is the stress wave circular frequency, and defining the wave
number, k = ω/v, the solution can be expressed as:
u(x, t) = Acos(ωt − kx) + Bcos(ωt − kx)
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 12 / 47
13. Waves in unbounded media
The wave number is related to the wavelength, λ, of the motion by:
λ = 2π
k , where k is the wave number
Example 3: Wavelength of longitudinal and torsional waves along
steel and rubber, harmonic frequency of 10 Hz.
Steel λ =
vp
f
5956m/s
10sec−1
= 595.6m
Rubber λ =
vp
f
30976m/s
10sec−1
= 3097.6m
Steel λ = vs
f
3178m/s
10sec−1
= 317.8m
Rubber λ = vs
f
979.55m/s
10sec−1
= 97.9m
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 13 / 47
14. Waves in unbounded media
Since earth is three-dimensional and sources of seismic energy are
three-dimensional, seismic waves must be described in terms of
three-dimensional wave propagation.
Drrivation of 3-D wave equations follow the same steps as those used
for 1-D propagation, the equations are formulated from:
-Equilibrium consideration
-Stress-strain relationships
-Strain-displacement relationships
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15. Waves in unbounded media
Review of stress notation
Six independent components of stress are required to define the stress
state of the element.
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16. Waves in unbounded media
Review of strain notation
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17. Waves in unbounded media
Review of strain notation
εxx = du
dx εyy = dv
dy εzz = dw
dz
εxy = dv
dx + du
dy εyz = dw
dy + dv
dz εzx = du
dz + dw
dx
-Three components of normal strain
-Three components of shear strain
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 17 / 47
19. Waves in unbounded media
Equation of motion for a three-dimensional elastic solid
ρ∂2u
∂t2 = (λ + µ) ▽ ∆ + µ ▽2 u
Where,
∆ = ∂u
∂x + ∂v
∂y + ∂w
∂z
▽2
= ∂2
u
∂x2 + ∂2
v
∂y2 + ∂2
w
∂z2
This is the equation of wave propagation in homogeneous, isotropic
and elastic solids.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 19 / 47
20. Waves in unbounded media
Compressional Waves (p-waves):Particle displacement is parallel
to the direction of wave propagation, also known as primary waves.
vp = λ+2µ
ρ = G(2−2ν)
ρ(1−2ν)
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 20 / 47
21. Waves in unbounded media
Shear Waves (s-waves): The particle motion is constrained to a
plane perpendicular to the direction of wave propagation. The close
relationship between s-wave velocity and shear modulus is used to
advantage in many field and laboratory tests.
vs = µ
ρ = G
ρ
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 21 / 47
22. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 22 / 47
23. Waves in a semi-infinite body
The earth is not an infinite body, it is a very large sphere with an outer
surface on which stresses cannot exist. For near surface earthquake
engineering problems two types of surface waves are of primary
importance:
Rayleigh waves: Motion is both in the direction of propagation and
perpendicular (in a vertical plane), and phased so that the motion is
generally elliptical either prograde or retrograde.
Love waves:They move only on the horizontal plane, transversally
with respect to the direction of propagation.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 23 / 47
24. Waves in a semi-infinite body
Rayleigh waves:
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25. Waves in a semi-infinite body
Rayleigh waves: Amplitude of elliptical motion exponentially
decreases with depth.
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26. Waves in a semi-infinite body
Love waves:
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27. Waves in a semi-infinite body
Love waves: This wave occurs when an elastic half space is overlain
by a softer surface layer. Generally, Love wave velocities are greater
than Rayleigh waves, so Love waves arrive before Rayleigh waves on
seismograph.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 27 / 47
28. Waves in a semi-infinite body
Seismograms recorded by a 3-component seismograph at Nana, Peru for an
earthquake located near the coast of central Chile on September 3, 1998
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 28 / 47
29. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 29 / 47
30. Waves in a layered body
In the earth, conditions are much more complicated with many different materials of
variable thickness.
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31. Waves in a layered body
Kobe, Japan - Earthquake 1995: Large sections of the main Hanshin Expressway
toppled over. This was particularly likely where the road crossed areas of softer,
wetter ground, where the shaking was stronger and lasted longer.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 31 / 47
32. Waves in a layered body
One dimensional case
Ai + Ar = At ; σi + σr = σt
Continuity of displacements and equilibrium
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 32 / 47
33. Waves in a layered body
One dimensional case
Using equilibrium and compatibility
Ar = 1−αz
1+αz
Ai σr = αz−1
1+αz
σi
At = 2
1+αz
Ai σt = 2αz
1+αz
σi
→ αz = ρ2v2
ρ1v1
Is defined as the impedance ratio
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 33 / 47
34. Waves in a layered body
One dimensional case
ρ2 = ρ1 v2 = v1
2
αz = 0.5
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35. Waves in a layered body
One dimensional case
Ar = Ai
3 Displacement amplitude is reduced
At = 4Ai
3 Displacement amplitude is increased
σr = −σi
3 Stress amplitude is reduced
σt = 2σi
3 Stress amplitude is reduced
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 35 / 47
36. Waves in a layered body
Seismic wave paths: reflection and refraction of seismic waves from
the source (focus) of an earthquake by the different layers of the earth.
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37. Waves in a layered body
Three-dimensional case: inclined waves
In general waves will not approach interfaces at 90 degrees. The
orientation of an inclined body wave can strongly influence the manner
in which energy is reflected and transmitted across an interface.
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38. Waves in a layered body
Three-dimensional case: inclined waves Since incident p- and
SV-waves involve particle motion perpendicular to the plane of the
interface; they will each produce both reflected and refracted p- and
SV- waves.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 38 / 47
39. Waves in a layered body
Three-dimensional case: An incident SH wave does not involve
particle motion perpendicular to the interface; consequently, only SH
waves are reflected and refracted.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 39 / 47
40. Waves in a layered body
Seismic waves refraction: when a fault ruptures below the earth
surface, body waves travel away from the source in all directions. By
the time the waves reach the ground surface, multiple refractions have
often bent them to a nearly vertical direction.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 40 / 47
41. Waves in a layered body
The angle of refraction is uniquely related to the angle of incidence by
the ratio of the wave velocities of the materials on each side of the
interface.
Example of refraction of an SH wave ray through a series of
successively softer layers.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 41 / 47
42. Outline
1 Introduction
Wave Propagation
2 Waves in unbounded media
One-dimensional, Three-dimensional
3 Waves in a semi-infinite body
Rayleigh waves, Love waves, response
4 Waves in a layered body
One-dimensional, three-dimensional
5 Attenuation of Stress Waves
Material damping, Radiation damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 42 / 47
43. Attenuation of stress waves
The amplitude of stress waves in real materials decrease or attenuate
with distance.
Two sources:
Material damping
Radiation damping
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44. Attenuation of stress waves
Material damping
-A part of the elastic energy of a traveling wave is always converted to
heat.
-Specific energy decreases as the waves travel through the material.
-Consequently, the amplitude of stress waves decrease exponentially
with distance.
-Soils dissipate their energy by grain slippage and their damping is
somewhat insensitive to frequency.
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45. Attenuation of stress waves
Material damping
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 45 / 47
46. Attenuation of stress waves
Radiation damping
- The specific energy can also decrease due to geometric spreading.
- Consequently, the amplitude of the stress waves decreases with
distance, even though the total energy remains constant.
Cristian Soriano Camelo (UFRJ) Soil Dynamics August 03rd, 2017 46 / 47
47. For Further Reading I
Steven L. Kramer.
Geotechnical Earthquake Engineering.
Prentice Hall, 1996.
Towhata, I.
Geotechnical Earthquake Engineering.
Springer, 2008.
http://www.strongmotioncenter.org/
http://www.civil.utah.edu/ bartlett/CVEEN6330/
http://web.ics.purdue.edu/ braile/edumod/waves/WaveDemo.htm
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