![]() ·Table of Contents ·Reliability and Validation 1 | Prediction of Weld Quality by the Wave Propagation Modelling on Ultrasonic Testing SimulationF. BettayebScientific Research Center on Welding And Non Destructive Testing, C.S.C, Route de Dely Brahim, BP: 64, Chéraga, Algiers. Tel/fax: (213-2) 361850. E-mail: bettayeb@excite.com, f_bettayeb@email.com Contact |
Fig 1: "System environment" |
In the case of ultrasonic system, the incident wave can be adjusted during travelling through the material in a similar manner to an input signal being modulated during passing through a system and the output signals can be regulated by the reflected waves via the A-scan representation.
For simulating the system response, the fig.2 describes the system components and the different parts that must be modelled. The part1 relates to the incident wave and piezoelectric effect, the part2 to the ultrasonic field propagation within material and the part3 to the wave interaction with defect and geometrical limits of the component.
Fig 2: "Ultrasonic system components" |
In ideal case the description of the acoustic-elastic response of the measuring chain concerns:
In the aim to simplify the calculations, the following hypothesis are drawn:
Fig 3: "Particles displacement simulation in the structure" |
Let us look at the fig.4, which describes the structure in (x, y, z) axis, and the formulation of the different constraints. And let us formulate D = {u, v, w} as the displacement vector, q = {¶ u/¶ x + ¶ v/¶ y + ¶ w/¶ z} as the deformation vector and F={X0,Y0, Z0} the resultant volumetric force. According to the Hook law in the elastic domain, the relation between deformations and constrains is as follows [4]:
| (1) |
In the case of the mechanics theory of continuous milieus, the Lamé formulation draws the nominal and tangential constraints equations in (2) & (3). N1,N2,N3 are the nominal constrains, T1,T2,T3 are the tangential ones [5].
| (2) |
| (3) |
Where: G = 1/2 E / (1+m
) : Modulus of shear. l
= m
E / (1-2m
) (1+m
) : Lamé coefficient
m
: Poisson coefficient (m
= 0,28 in steel; m
= 0,34 in Aluminium) .
Fig 4: "Nominal and tangential constraints" |
| (4) |
In conditions of the vibrations propagation in an infinite milieu, the elemental volume is subject to vibrations, and the inertia forces by volume unit are Fi = {- j ¶ 2u/¶ t2 , - j ¶ 2v/¶ 2t, - j ¶ 2w/¶ t2}, j is the material density. According to the Alembert principles, the inertia force Fi = - j ¶ 2D/¶ t2 is added to the resultant force F [6]. But if we only consider that the vibration is around the equilibrium position, the system of equations (4) becomes:
| (5) |
By substitutions in the equations (5) of the expressions developed in (2) and (3) we obtain, for example, for the first equation of (5) :
| (6) |
The same development will be performed for the other equations of (5) and we obtain the following solution:
| (7) |
After substitution and calculations, the relation between the constraints and the deformations within the formulation (1) gives the solution (8.a)(8.b).
| (8.a) |
| (8.b) |
Where [ M] is the material properties matrix and q (x, y, z) is the deformation vector.
Knowing that the deformations are derived from the displacements conforming to the finite element method (FEM), the relation (8.b) becomes [6]:
| (8.c) |
Where [A] is the nodal co-ordinate matrix and [B(x,y,z)] is the deformation matrix in relation with the displacement function.
4.1. Equilibrium equations
The equilibrium equation (7), can be divided into 2 equations:
Knowing the velocity formulations [7]:
| (9) |
The equations for the transverse (10.a) and the longitudinal (10.b) waves become [7].
| (10.a) |
| (10.b) |
4.2. Description into (x,y) plan
For simplifying calculations, let us consider the plan (x,y). The derivation about z become equal to zero, and the shear displacements in the case of transverse waves turn to:
| (10.c) |
The problem is to find a function F satisfying : j ¶ 2F / ¶ t2 = G D F
The same reasoning is drawn for longitudinal waves with a function Y.
The displacement vector D in the plan (x,y) is then D (u,v) = Dt + Dl with:
| (10.d) |
4.3. Conditions at interface (Reflection and transmission waves at the interface)
In the case of transverse wave:
The normal constrain is N1 = l
q
+ 2 G ¶
u/¶
x, with q
= {¶
u/¶
x + ¶
v/¶
y + ¶
w/¶
z}.
As we are in (x,y) plan, N1 = l
(¶
u/¶
x + ¶
v/¶
y) + 2G ¶
u/¶
x, the tangential constraints T2=0 and T3 = G(¶
u/¶
y + ¶
v/¶
x). So the conditions are N1= T3 , and the equations of movement are simplified.
As resolution of the system, the theory of reflection and refraction between 2 materials is well outlined within the Snell law (fig.5). In this junction, Knott has proposed the amplitude equations of the reflected and refracted waves as solution of the equations of movement.
In the case of transverse incident wave, the longitudinal and transverse reflected waves (in the material 1) are characterised by the ensuing equations [5]:
| (11) |
While the longitudinal and transverse refracted waves (in the material 2) are:
| (12) |
A1 ,A2 , B0, B1, B2 are the amplitudes.
(sin a 1) / Vt1 = (sin a 2) / Vl1 = (sin a 3) / Vt2= (sin a 4) / Vl2 (Snell law).
Fig 5: " Reflected & refracted waves ". |
By conversion of F l ,F tYl Yt with their respective formulation after calculations, we can obtain the following system:
| (13) |
The conditions at the interface are translated in the ensuing solution after derivations on F and Y and the relation N1 = T3 :
| (14) |
The amplitude equations in the case of transverse incident wave of amplitude B0, become a system of 2 equations with 2 variables:
|

Knowing B0, the resolution of the system gives the A1 and B1 amplitudes.
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