This work deals with the identification of forces at plate boundaries, by measuring displacements only. Shear force and bending moment directly depend on different spatial derivatives of displacement at plate boundaries that can be approximated from measured displacements (finite differences, modal approach, etc.), but two major difficulties occur: Derivatives are highly sensitive to measurement errors and the usual methods used to obtain them are not well adapted to boundary points. In this paper, a mathematical approach is proposed to identify shear force at boundaries without any direct calculation of the displacement derivatives. The method is based on the weak form of the plate equation of motion and a test function satisfying particular boundary conditions. Following the description of the technique and the definition of the test function that permits the identification at one boundary point, numerical simulation results, including the effects of noise on displacements, are provided in order to establish the spatial and frequency limits of this method.

1.
Pavić
,
G.
, 1976, “
Measurement of Structural Borne Wave Intensity, Part 1: Formulation of the Methods
,”
J. Sound Vib.
0022-460X,
49
, pp.
221
230
.
2.
Noiseux
,
D. U.
, 1970, “
Measurement of Power Flow in Uniform Beams and Plates
,”
J. Acoust. Soc. Am.
0001-4966,
47
, pp.
238
247
.
3.
Pézerat
,
C.
, and
Guyader
,
J.-L.
, 1995, “
Two Inverse Methods for Localisation of External Source Exciting a Beam
,”
Acta Acust.
1022-4793,
1
(
3
), pp.
1
10
.
4.
Pézerat
,
C.
, and
Guyader
,
J.-L.
, 2000, “
Force Analysis Technique: Reconstruction of Force Distribution on Plates
,”
Acta Acust.
1022-4793,
86
, pp.
322
332
.
5.
Chesné
,
S.
, “
Identification des efforts aux limites des pouters et plaques en flexion par méthode indirecte
,” thesis, INSA de Lyon (France), 2006.
6.
Zhang
,
Y.
, and
Adin Mann
,
J.
, III
, 1996, “
Measuring the Structural Intensity and Force Distribution in Plates
,”
J. Acoust. Soc. Am.
0001-4966,
99
(
1
), pp.
345
361
.
7.
Gavrić
,
L.
, and
Pavić
,
G.
, 1993, “
A Finite Element Method for Computation of Structural Intensity by Normal Mode Approach
,”
J. Sound Vib.
0022-460X,
164
(
1
), pp.
29
43
.
8.
Chesné
,
S.
,
Pézerat
,
C.
, and
Guyader
,
J.-L.
, 2006, “
Identification of Boundary Forces in Beams From Measured Displacements
,”
ASME J. Vibr. Acoust.
0739-3717,
128
(6), pp.
757
771
.
9.
Bucaro
,
J. A.
,
Romano
,
A. J.
,
Abraham
,
P.
, and
Dey
,
S.
, 2004, “
Detection and Localization of Inclusions in Plates Using Inversion of Point Actuated Surface Displacements
,”
J. Acoust. Soc. Am.
0001-4966,
115
(
1
), pp.
201
206
.
10.
Courant
,
R.
, 1988,
Differential and Integral Calculus
,
Wiley
,
New York
.
11.
Guyader
,
J.-L.
, 2006,
Vibration in Continuous Media
,
ISTE
,
London
.
12.
Lawson
,
C. L.
, and
Hanson
,
R. J.
, 1974,
Solving Least Squares Problems
,
Prentice-Hall
,
Englewood Cliffs, NJ
.
13.
Hansen
,
P. C.
, 1992, “
Analysis of Discrete Ill-Posed Problems by Means of the L-Curve
,”
SIAM Rev.
0036-1445,
34
, pp.
561
580
.
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