Dan-Mihai Stefanescu, Dae-Im Kang
AXISYMMETRICAL ELASTIC ELEMENTS FOR VERY LARGE FORCE TRANSDUCERS
Measuring of large forces up to 10 MN with high accuracy is a complex subject, blending theory, practice and applications, with a special accent in the field of Metrology. It is simply to generate complex shapes of mono-block elastic structures starting from simple shapes of strain gage measuring sections, the axisymmetrical ones being the best suited in this respect. The body of the force transducer is easy to design by 2D axisymmetric FEM and easy to manufacture. The paper have in view a unified approach of square (type A) and rectangle (type B). Square section is among the few with an analytical but complicated formula, having two strain gauges tangentially located on the outside of the ring torsion and the other two strain gauges, which complete the Wheatstone bridge, being diametrically opposed. The rectangular section (with different ratios between the two sides but without analytical formula), is obtained by a minimum modification of the previous one (making two slots), the strain gauges being circumferentially located on the upper and the lower faces. We formulate a standard FEA procedure for axisymmetrical elastic elements of strain gauged force transducers using ANSYS Mechanical program. The starting model is very “flexible”, so that, changing one by one different parameters (e.g. modifying the keypoints coordinates), a lot of variants could be studied. A special attention is necessary to obtain proper strain diagrams on the superior, lateral and inferior sides of the elastic element measuring section, because it is essential to compare these diagrams in order to establish the best strain gauges positioning. In this respect, appropriate paths were conceived and plotted each time on graph, more precise and suggestive than plotting on geometry. An original grouping of all kinds of strain diagrams on the same plot of the deformed and undeformed bodies is presented. A lot of interpretations are possible based on the multitude of data and having in view: the influence of the axisymmetrical elastic element shape (varying different parameters) on the strain gauge sensitivity; the best combination of conflicting design criteria: strain, stress (determining the overload) and displacement (determining the stiffness); the possible correlation between the nominal load and the dimensions of a particular variant, e.g. with square measuring section. In the next stages will be very useful to unite FEM and CAD, following the elastic elements parametric modeling for their best constructive optimization.