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D2. Anelasticity of Solids

I. OBJECTIVE OF THE EXPERIMENT Measurement of the elastic and anelastic moduli of different , observing the phenomenon in as well as Snoek relaxation.

II. PHENOMENOLOGY OF ANELASTICITY When a solid that can not move is subject to a set of external stresses, it reacts by deforming. For small stresses, the is instantaneous, proportional to the applied , and vanishes when the stress is removed. This is called elastic deformation. The relationship between stress  and strain  is given by Hooke’s law: It can be written  E where E is Young modulus or  J where J is elastic complaisance.

Anelasticity in solids can be shown by this simple experiment (fig.1a). A stress , of low intensity is applied to a sample at the t  0, and is held constant, while the strain , is recorded. We observe an instantaneous strain, eu J , where Ju is called the unrelaxed complaisance, and a so-called anelastic strain, a , that  increases over time from zero to a limiting value,  a When in equilibrium:

 ear J   where Jr is the relaxed complaisance

t  a J - J   r u   • •  a a  Ju e e t   a) b)

Fig. 1: Anelasticity of solids

The process through which a solid under a stress  goes from one equilibrium state at , to another one at t = ∞, is called anelastic relaxation, and is defined by two main parameters.

  J  J - relaxation intensity   a  r u et (1) e Ju - relaxation time   EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-2

If after a certain amount of time, the stress is removed, we will see the elastic strain vanish instantly, and the anelastic strain decrease with a relaxation time  (fig 1). In this experiment, the deformation is completely reversible. The difference between the elastic and anelastic process, is that the latter isn’t instantaneous. In metals, anelastic strain is much smaller than elastic strain, i.e ( J Jruu ) J   .

We can describe the evolution of the anelastic strain a with an exponential:

t    aa( 1 e ) (2)

a) Elastic strain e and anelastic strain of a solid under a stress  .  b) Rheological model corresponding to te anelastic process in fig. 1 a,   Jr  Ju

From equation (2) and in the case where ( J Jruu ) J   , we can determine the equation of an ideal linear solid, characterizing the process described in fig. 1

    Jr    Ju  (3)

From a rheological standpoint, the ideal linear solid can be represented by the model in figure 1b (to be shown by the student) The measurements of the system in a static system are very delicate, since the average anelastic strain in metals is generally of the order of 109 to 108 , which is why we use dynamic methods to determine anelastic strain. A harmonic stress of  ,  exp(it) , is applied to the solid. The linearity of “stress-strain” 0 relationships results in a strain  that is also periodic, and of same frequency ,exp(i(t))  0 however, it will be phase-shifted with respect to the strain by an angle  (due to anelasticity). Introducing the expressions of  and  in equation (3), yields:

 J *()(J ()iJ ())12 (4)

where J1 and J2 are respectively the real and  J1  Jn J imaginary parts of the complex complaisance  J * , J  2  J  J   J   J  r u  1  u 2 2   1   Diagram of “rotating vectors” Jr  Ju  J2  . (5) 12 2

Measuring the phase-shift between stress and strain, or measuring the tangent of the mechanical loss angle ( tan ), is actually a measure of the internal of the material Q1 J Q1 tan 2 (6) J1

By introducing (5) in (6) and supposing that (Jr J u )  J u , we get:

1  J J1 Ju 1 Q  22 et     2 2 (7) 1 J Ju 1     J where is the variation of the complaisance due to anelastic relaxation. J EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-3

Equations (7) show that the internal friction, Q1 , has a maximum that depends on  , centered in  1. This maximum, or internal friction peak gives us the intensity  of the relaxation, as well as the relaxation time  , (position of the peak on ).

Fig. 2: Internal friction peak (Debye peak) and default associated elastic modulus.

From a microscopic point of view, anelastic deformation can be interpreted as the motion of defects of the crystalline structure (elastic dipole associated to point defects, dislocations, grain boundaries,…) that go from one equilibrium state at   0 to a new equilibrium state for  . The intensity of the relaxation  , is proportional to the defect concentration, and the relaxation time  , is a measure of their mobility. When the mechanisms that control the mobility of the defects are thermally engaged, we have: H

kTb :  0 e ( H = activation enthalpy)

And for an imposed frequency  , we can see a peak that depends on the temperature TT P such that: H

kTb 0e 1 (8) 1 from (7) and (8): Q1  (9) H 11 2ch()  kTT P  The height of the peak is 2 (fig 2).

Measuring the activation enthalpy H :

st 1 method: Perform measurements at different . For the frequency i , the peak is located in 1 TPi . We then plot ln versus , whose slope is () Hk. TPi nd 1 2 method : From equation (9) we know the value of Q at mid-height (i.e. at a temperature T1 )  1 Q1    H 11 4 2ch ( ) k TP T1 (10)

H 11 H 11 Comparing (9) and (10) yields: ch ( ) 2 thus ( ) 1.317 k TP T1 k TP T1 EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-4

2.633k 1 1 1 or H  with  ()  width of peak mid-height (11) 1 T T T () 21 T

Anelastic Snoek relaxation

x Snoek relaxation is due to interstitial point defects in the 1 form of solid solutions of C, O, N, H, in centered cubic (c.c.) crystals, such as carbon of .

These impurities are in the octahedral sites of the c.c. structure. The generate elastic dipoles, of tetragonal 1 2 symmetry. The axis is parallel to the 4-symmetry axis of 3 an octahedron. For instance in figure 3, the interstitial atom located in position 1 can create a dipole of axis parallel to Ox1. It will push back the neighboring atoms (up and down in x the figure). 3 Interstitial atoms can be divided into three categories, since the axis of the dipole can be oriented according to Ox1, Ox2 or Ox3. x 2

Fig. 3: Possible octahedral site for interstitial atoms in a c.c. structure.

Let N0 be the total number of defects or elastic dipole per unit volume. Then: 3 N0 N1  N2  N3   Ni (12) i1 where Ni is the concentration of dipoles whose axis is parallel to xi. When in equilibrium, and for no external stress (  0 ), the 1,2,3 sites are equivalent. N Then: NNN 0 for (13) 123 3 and the extra elastic deformation due to the interstitial defects is the same in all three directions. When we apply stress in a given direction, one type of site can be preferred, and the defect densities will vary.

N NNN   0 for   0 (14) 1 2 3 3

In order to simplify, consider a stress parallel to Ox1 ( 11 ) and observe the corresponding strain

 11 . We have:

C     J    (C  0 ) (15) e a n 1 3 where    (16) c1 c0 const

 defines the strain variation due to migration of defects from 2 and 3 towards1. c0 is the atomic concentration of interstitials, c1 represents those oriented along Ox1. The anelastic deformation is due to the extra strain generated by this atomic movement. EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-5

c    ( c ) 0 (17) a 1 3

We can calculate the relaxation parameters  and :

2 cv a2  00  2 and   (18) 9 JkTnbP 36D

where c0 is the atomic concentration of interstitials, v0 their atomic volume, D their diffusion coefficient, and a the lattice parameter:

H  kTb D D e 0 (19) where H = diffusion energy (enthalpy) of the interstitials, k the Boltzmann constant. The relaxation intensity is proportional to the concentration of relaxing atomic interstitials. The relaxation time is a measure of the activation energy of their diffusion.

III. EXPERIMENTAL PROCEDURE tg can be obtained directly by measuring the phase-shift between stress and strain. However, for weak ( tan10 3 ), it can be easier to use a resonant system, vibrating at its eigenfrequency. In this experiment, we will use a short vibrating rod (fig. 4).

The frequency f of an unattached rod is: eE e f 1.03 (20) l 2  0.224 l where E is the Young modulus,  the density, e l and l the thickness and the length of the sample. Inverting equation (20) yields :

l 4 Fig. 4: Flexion of a rod of length l. The vibration knots Ef 0.943 2 (21) are located at 0.224 l from the end of the rod e2

Ai The internal friction, Q1 , is determined by the decrement rate of the oscillation amplitude (fig. 5) Ai+n 1 A tanln Q1 i (22) nA in

th th where Ai and Ain are the i and (i+1) vibration amplitudes respectively (fig. 5)

Fig. 5: Free decrement of an oscillating system.

EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-6

Measurement setup (fig. 6)

The sample to measure is a small rod of length l and thickness e that is fixed with four thin steel wires that go through the knots of the fundamental vibration (cf. fig. 4). An electrode is placed in the middle of the sample (fig. 6), and thereby forms a capacitor of capacity C . When a voltage V between the electrode and the sample, and electrostatic force F is applied on the rod. For a harmonic voltage:

t CV 2 S VV cos , the force is F 0 (1cost)  with C   (23) 0 2 4d d where  = frequency,  = permittivity of the medium, d = electrode-sample distance and S = electrode surface. The force F sets the rod into vibration. Since C is part of a system oscillating at high frequency (HF), the variation of C (i.e. variation d) generates a high frequency modulation v.

1 vC v  thus  (24) 2 LC vC2

Fig. 6: Diagram of the setup and working principle

The modulated high frequency goes through an FM demodulator (same principle as FM radio), whose output is an electric voltage proportional to the capacity variation , i.e. the vibration of the sample. This signal is filtered, amplified using a controlled gain amp (in order to get a constant oscillation amplitude), phase-shifted, and reinjected into the circuit using a power amplifier. The oscillations are being maintained using a closed EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-7 circuit. The electric signal that exits the FM demodulator represents the sample’s oscillation. The frequency meter can measure the frequency f of the electrical signal, which yields the elastic modulus E (equation (21)). An electronic switch regularly cuts the excitation, so that we can observe the free decrement of the oscillations (fig. 5), which yields the internal friction according to (22). The device directly calculates the Q -1.

In an attempt to avoid friction with air and electric discharges between the electrode and the sample and oxidation of the heated sample, the whole device is place in a vacuum. The vacuum is achieved with a 4 standard system made of a rotary vane pump ( Pa t m  0.01 mbar) and a turbo-pump (0.01 mbar 10 to 106 mbar), cf. experiment. K1, Vacuum technology

The sample’s temperature is regulated using a PID temperature regulator, made of: 1) A chromel-alumel thermocouple (K-type) placed on the sample holder. The thermocouple supplies a voltage that depends on the temperature difference between the sample and the measuring device.

2) A Eurotherm regulator, that compares the sample temperature Tech to a reference temperature

Tre f . Depending the temperature difference T  T T refech , it will heat the sample more or less, i.e. will output a voltage VS between 0 and 5 Volts. The PID response (Proportional, Integral, Derivative) is given by: 1 ti dT VKTTdtt() (25) Sd tdti 0 with K = proportional gain, ti = integration time, td = derivation time

3) A power amplifier that supplies the oven (resistive thermocoax of 25 ), under the form of a continuous voltage 0 ... 100 V, 0 ... 4 A, as a function of the command voltage VS (0 V = 0 % power, 5 V = 100 % power).

IV. SUGGESTED EXPERIMENTS

1. Measure of the elastic modulus E of a few materials (steel, copper, aluminum, magnesium) as well as their vibration absorption capacity Q1 at room temperature.

2. Study the Snoek relaxation due to carbon in a ferritic steel. On order to do so, measure the internal friction and frequency (elastic module) as a function of temperature, for values ranging from room temperature to approx 250 oC. Plot the graphs QT1()and ET()and calculate the diffusion energy and the interstitial carbon concentration from the peak data (subtract the background!) (see equation (9) and (18)), using the following 23 30 3 values:  0.62, k 1.3810 JK, v0 3.05 10 m .

a) Sample setup and measures. With the valves V1, V2 and V3 close, open the setup by removing the long steel tube. If the chamber is in a vacuum (see bourdon gauge), let air in the system through the microvalve. Remove the oven, and move the electrode up using the micrometric screw. Then, place a sample between the wires, make sure it’s well centered, and move the electrode back down, close to the sample (see fig. 7). Close the setup, with or without the oven, depending on the measurements you would like to gather. Produce a high vacuum (see point “c” below for detailed instructions).

EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-8

Fig. 7 : Image of the sample setup

When the vacuum exceeds 0.01 mbar, start the program Flexanel (Fig. 8).

Fig. 8: Control panel of FLEXANEL program (LabVIEW)

Start the high frequency oscillations with HF ON button, move the electrode closer using the micrometric screw, until getting a short circuit (flat line on the Domaine temporal panel). Move the electrode away by 0.1 mm. Then, pass to DDC tab and switch on the HAUTE TENSION button. Vary the excitation frequency with the slider at the bottom of the “DDC” tab until the peak oscillates or rises. Click on “Zoom”. During manual search and after, you can increase the excitation amplitude if the signal is not good enough. Once the signal is maximized, check the “Verrouiller fréquence” box. From this point on, the system periodically releases the excitation to measure the free resonant frequency and damping. The results are displayed on the right as well as in the graph in the “E (T)” tab.

EPFL-TRAVAUX PRATIQUES DE PHYSIQUE D2-9 b) Temperature variation

Verify the connection: thermocouple -> Eurotherm -> DC power supply (100 V, 4 A) -> 25  thermocoax oven

Turn on the Eurotherm 912P (Fig. 9)

Simplified instructions for Eurotherm (Fig.9):

Eurotherm 912P Button "6": -short push: switch from "SP" to "OP" to "TIME" - long push, enter prog. mode.-> PROG Then press button "1" to see the 8 ramps levels 94 Pr (i )  ith ramping speed in C m in Pl (i )  level in C SP 95 Pd (i )  length of level in minutes Change the values using buttons "4" and "5"

Button "2": Starts the program. A second hit puts the 1 2 3 4 5 6 system on hold Reset by pressing "4" and "5" simultaneously.

Fig. 9: EUROTHERM 912P control panel

Make sure that SP (Set Point) is at a temperature 1 oC below that of the sample, and make sure that (Output Power) is at "0". Start the power supply and the heating program (2 °C/min) by pressing on the button 2, ">II". Write down the values of T , F , Q every 5 degrees starting from 50 °C. During the temperature variations, make sure the "electrode sample" distant remains constant, by moving the micrometric screw in such a way for the demodulator to always be set to the same frequency (Fréquence DDC at 100k).

c) High vacuum. Procedure:

When running at full speed, the turbo-pump should never be in direct contact with a pressure higher than 0.05 mbar. Therefore, we proceed as follows: a) Empty the chamber ( P < 0.05 mbar) using the rotary vane pump (VV switch, valve 2 open, measure pressure using Pirani gauge TM2) b) Pump in the turbo-pump ( < 0.05 mbar), (valve V3, measure using TM1). c) Start the turbo-pump and use the rotary vane pump to pump “behind” the turbo pump. d) If the pressure inside the chamber is still < 0.05 mbar, then open the valve V1 and the pressure should quickly fall from 0.05 mbar to 103 , 104 mbar (measured using PM).

Stopping the setup

Close the valve V1. Turn off the turbo-pump, close the valve V3, turn off the vane pump, and turn off the main switch.