Abstract

The dynamic response of a structure can be described by both its translational and rotational receptances. The latter ones are frequently not considered because of the difficulties in applying a pure moment excitation or in measuring rotations. However, in general, this implies a reduction up to 75% of the complete model. On the other hand, if a modification includes a rotational inertia, the rotational receptances of the unmodified system are needed. In one method, more commonly found in the literature, a so called T-block is attached to the structure. Then, a force, applied to an arm of the T-block, generates a moment together with a force at the connection point. The T-block also allows for angular displacement measurements. Nevertheless, the results are often not quite satisfactory. In this work, an alternative method based upon coupling techniques is developed, in which rotational receptances are estimated without the need of applying a moment excitation. This is accomplished by introducing a rotational inertia modification when rotating the T-block. The force is then applied in its centroid. Several numerical and experimental examples are discussed so that the methodology can be clearly described. The advantages and limitations are identified within the practical application of the method.

Highlights

  • It is nowadays recognized that rotational degrees of freedom (RDOFs) may represent an important role in the characterization of the dynamic behaviour of real structures

  • One of the mathematical models used in the description of the dynamical behaviour of a structure is the response model, which relates the response to an excitation at two given locations

  • It is clear that if rotations and moments are neglected, up to 75% of the model used to describe the dynamic behaviour of a structure at a given location will not be known

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Summary

Introduction

It is nowadays recognized that rotational degrees of freedom (RDOFs) may represent an important role in the characterization of the dynamic behaviour of real structures. One of the mathematical models used in the description of the dynamical behaviour of a structure is the response model, which relates the response to an excitation at two given locations. The response may either be a linear displacement (translation) or an angular displacement (rotation) and the excitation may either be a force or a moment. The other relations are often not considered because of the difficulties in exciting the structures with pure moments. It is clear that if rotations and moments are neglected, up to 75% of the model used to describe the dynamic behaviour of a structure at a given location will not be known

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