A:
Structural test engineers use modal analysis to understand the dynamic behavior of structures, including airframes, buildings, and automobile frames. Basically, the procedure is to excite the structure with a force of known frequency and amplitude and measure the response of the structure by measuring the output of accelerometers placed in various locations on the structure. Using the data acquired from the accelerometers, structural test engineers construct a modal model of the structure under test. Then, using this model, they calculate important modal parameters, including resonant frequencies, mode shapes, and damping values.
The key to building accurate modal models for structures is having the proper excitation force. An important part of the process is determining a structure's frequency response function (FRF), which you calculate by dividing the response of the structure (measured with the accelerometers) by the excitation force (provided by a shaker). As in all areas of engineering, the principle “garbage in, garbage out” applies. If you don't have a clean input, then it will be impossible to obtain good results.
To ensure a good excitation force, the test engineer must:
• choose the right shaker,
• set up the shaker in a good location,
• build a fixture that minimizes the mechanical impedance between the shaker and the structure under test, and
• generate a clean waveform.
Choose the right shaker technology
There are four different shaker technologies in use today: electro-dynamic, servo-hydraulic, mechanical, and pneumatic. The type most often used for modal analysis is the electro-dynamic shaker. Electro-dynamic shakers are versatile and relatively inexpensive. Using technology similar to the technology used in audio speakers, electro-dynamic shakers convert electrical energy into dynamic motion. Typically, the frequency range is 5 Hz-20 Hz, and you can use them with nearly any test waveform. They provide a sufficient stroke for modal analysis tests (typically 0.5-in. to 2-in. displacement).
In general, you must choose a shaker that provides a high force-to-weight ratio-for automotive applications, this ratio should be greater than 8. To ensure that you choose a shaker that can generate enough force, you must know the masses of your test structures and the accelerations specified for your tests. You can then use Newton's law of dynamics-force = mass * acceleration-to calculate how much force the shaker will have to generate. When calculating this force, be sure to include the mass of the shaker armature in your calculation. The total mass that the shaker must accelerate is the mass of the armature plus the mass of the test structure.
Another important shaker specification is frequency range. The low frequency limit will determine the shaker's maximum displacement. Because modal analysis tests low frequencies (low frequency modes being the most relevant ones in a structure), the maximum stroke of the shaker has to be chosen judiciously. Be sure to choose a shaker with a stroke of at least one inch.
Set up the shaker in a good location
Often, you will have to evaluate many different locations before choosing the final shaker location. The best locations are at a point where you will be able to excite many different modes simultaneously, including bending, torsion, and compression. Avoid placing them on node lines or node points (stationary modal degrees of freedom).
Remember also that shakers for automotive tests tend to be big, as the shaker needs to be about as big as the size of the structures you are going to shake. So, when choosing a location you need to have enough room for the shaker, as well as the test structure.
Building fixtures and measuring the input force
Although fixtures are a necessary evil when it comes to modal analysis, you need to take steps to minimize their influence. The fixture must transfer the excitation force to the structure under test with as little mechanical impedance as possible.
For example, side loads and bending moments are undesirable when performing a modal analysis, as the desired direction of force is purely axial. To minimize these transverse effects, you can use a pre-tensioned piano wire, or stinger, in your fixture. Stingers have high axial stiffness and very low bending stiffness, minimizing the influence of transverse force components. They also help to position the shaker and protect the shaker and input force transducer by acting as a “mechanical fuse.”
To obtain accurate frequency response measurements, you must accurately measure the input force to the structure under test. You do this by mounting a piezoelectric force transducer, sometimes called an impedance head, on the test fixture. The impedance head not only will measure the force at the excitation point, but the acceleration as well.
How you attach the transducer to the structure influences the vibration characteristics of the test specimen. It constrains the structure, primarily because it affects the stiffness of the fixture/structure system. This is another consideration in building a fixture that will transmit the input force as transparently as possible.
Generate a clean waveform
Another consideration when using shakers for modal analysis is the type of waveform and the cleanness of the waveform. There are five different types of waveforms used for modal analysis. They are swept-sine, sine, random, burst-random, or pseudo-random.
When choosing the type of input waveform, you must consider:
• the application,
• the non-linearity in the structure,
• the time available for test,
• the dynamic range of the measurement,
• whether the noise is present mostly at the input or output, and
• the type of shaker you are using.
Using more than one shaker
In certain applications, you may need to use more than one shaker to better distribute loading forces. There also may be applications where it is necessary to drive the structure at very high force levels. These force levels will generate non-linear behaviors that you cannot easily analyze using modal analysis. For these applications, you can use MIMO (Multiple-Inputs Multiple-Outputs) analysis.
MIMO analysis is also well suited for cases where the structure exhibits local modes that occur only when excitation forces are high. It is also used in analyzing symmetrical structures that exhibit separate mode shapes but have the same resonance frequency (repeated roots case).
Taking into account all the considerations mentioned in this article definitely leads to a good understanding of the dynamics of a shaker’s structure. They also will help you obtain accurate results that you can use in the future, whether or to refine your finite element models.