ISO 5348:1987
(Main)Mechanical vibration and shock — Mechanical mounting of accelerometers
Mechanical vibration and shock — Mechanical mounting of accelerometers
Vibrations et chocs mécaniques — Fixation mécanique des accéléromètres
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Foreword
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national standards bodies (IS0 member bodies). The work of preparing International
Standards is normally carried out through IS0 technical committees. Each member
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Draft International Standards adopted by the technical committees are circulated to
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the IS0 Council. They are approved in accordance with IS0 procedures requiring at
least 75 % approval by the member bodies voting.
IS0 5348 was prepared by Technical Committee ISO/TC 108,
International Standard
Mechanical vibration and shock.
Users should note that all International Standards undergo revision from time to time
and that any reference made herein to any other International Standard implies its
latest edition, unless otherwise stated.
0 International Organization for Standardization, 1987 O
Printed in Switzerland
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INTERNATIONAL STANDARD IS0 5348 : 1987 (E)
Mechanical vibration and shock - Mechanical
mounting of accelerometers
The information desired is the vi
O Introduction
structure S.
The method most commonly used for determining the vibratory
motion, vs, of a structure or body S is that using an electro-
The electric signal, U, g
mechanical transducer T.
it would have
from what
VS, of the structure,
Vibration monitoring transducers fall into two broad classes:
m S to the sensitive
contacting and non-contacting transducers. Non-contacting
structural response transducers are placed in close proximity to
the structure and include such generic types as eddy current
Deviations may also occur owing to misalignment of the sen-
probes and optical proximity probes. Contacting transducers
sitive axis of the transducer, base bending, temperature tran-
are placed in mechanical contact with the structural system and
sients, mounting torque, and cable whip.
include such generic types as piezoelectric and piezoresistive
accelerometers and seismic velocity transducers. This Inter-
The mechanical mounting will change the useful frequency
national Standard is concerned with contacting type ac-
range for a given accuracy with regard to amplitude as well as
celerometers which enjoy wide current popularity. The concern
phase response (see 5.4.5).
with using such transducers is that the mechanical connection
between the accelerometer and the test structure alters the
response of the structure. This International Standard attempts
to isolate parameters of concern in the selection of a method to
1 Scope and field of application
mount the accelerometer to the structure.
This International Standard deals with accelerometers which
This International Standard describes the mounting charac-
are connected to the surface of the structure in motion by
teristics of accelerometers to be specified by the manufacturer
means of a mechanical mounting F, as il
and makes recommendations to the user for mounting ac-
simplified diagram shown in figure 1.
celerometers. The application of this International Standard is
limited to the mounting of electromechanical transducers of the
type which are mounted on the surface of the structure in mo-
tion and does not cover other types, such as relative motion
pick-ups.
2 References
IS0 2041, Vibration and shock - Vocabulary.
IS0 2954, Mechanical vibration of rotating and reciprocating
machinery - Requirements for instruments for measuring
vibration severity.
S
IS0 5347-0, Methods for the calibration of vib
pick-ups - Part O : Basic concepts.
Figure 1 - Accelerometer mounting
3 Definitions
The information supplied by such a transducer is the electric For the purposes of this International Standard, the terms and
definitions given in IS0 2041 are applicable.
signal, U, generated by the action of its own motion, VT.
1
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IS0 5348 : 1W (E)
5 Considerations in the selection of a
4 Characteristics to be specified by
mounting method
manufacturers of accelerometers
5.1 General considerations
The manufacturer shall specify the following characteristics:
A contact accelerometer will achieve optimal performance only
a) the mounting surface and flatness tolerance of the
accelerometer to which
b) the geometrical dimensions of the accelerometer,
including:
celerometer attachment;
- the position of the centre of gravity for the
b) the motion of the structure shall be changed as little as
accelerometer as a whole,
possible by the addition of the accelerometer;
-
the position of the centre of gravity for the seismic
c) the ratio of the signal from the accelerometer to the mo-
mass of the accelerometer;
tion of the accelerometer shall not be distorted by operating
too near to its mounted fundamental resonance frequency.
c) the mounting technique ed during calibration;
In order to achieve these ideal conditions, it is necessary to
d) the normal and maximum (i.e. for less than 2 % change
ensure that
in the useful frequency range) mounting torque;
a) the accelerometer and its mounting are as rigid and firm
e) temperature limitation f the accelerometer and as possible (the mounting surfaces shall be as clean and flat
,
fastening device; as possible);
bl the mounting introduces minimum distorting motions
f) pertinent mechanical characteristics:
of its own (for example, simple symmetrical mountings are
best);
- total mass,
c) the mass of the accelerometer and mounting are small
- material of base,
in comparison with that of the structure under test (see
IS0 2954).
- the unmounted fundamental frequency of the ac-
celerometer,
- the frequency response characteristic under well-
5.2 Specific considerations
defined mounting conditions, describing the object on
which the transducer is mounted in terms of mass, 5.2.1 Frequency range of operation
material and dimensions,
The accelerometer shall be used well below its fundamental
- the maximum transverse sensitivity, and the fre- resonance frequency. If it is possible to use the manufacturers’
recommended mounting, then operation at frequencies not
quency at which it was determined;
greater than 20 % of their quoted mounted resonance should,
in the case of undamped accelerometers, ensure in most cases
g) a description of the various fastening devices provided
that errors of only a few per cent on the amplitude response oc-
for the accelerometer, i.e.
cur. If an estimate of the approximate error is required, it may
be made on the basis of an equivalent linear spring-mass
- diameter,
system with a given value of damping.
NOTE - For single shock measurements, one may expect errors of
- thread,
less than a few per cent if the mounted fundamental resonance fre-
quency is ten times greater than the inverse of the pulse duration.
- material;
5.2.2 Mounting torque
h) the frequency response curves of the accelerometer
with the type of mechanical mounting recommended by the
When screw thread mounting is used, the mounting torque
manufacturer and the effect of special mounting devices
shall be as recommended by the manufacturer.
supplied with the accelerometer, in particular :
- axial stiffness, with account taken of the state of
5.2.3 Cables
the surface of the structure in contact with the ac-
Loose cables may introduce tribo-electric effects. Stiff cables
celerometer and the tightening torque of the ac-
celerometer, can cause case strain when used with accelerometers with axial
connectors. Careful clamping of the cables is required to avoid
- transverse deflection stiffness, on the same basis. such problems (see figure 2).
2
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IS0 534û : 1987 (E)
5.4 Recommendations for particular types
5.3 Determination of the mounted fundamental
of mountings
resonance frequency
It is very useful, though at times difficult in practice, to deter-
5.4.1 General
mine accurately the mounted fundamental resonance fre
...
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