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IDENTIFICATION OF COMPLEX MODULUS FROM MEASURED STRAINS ON AN AXIALLY IMPACTED BAR USING LEAST SQUARES

✍ Scribed by L. HILLSTRÖM; M. MOSSBERG; B. LUNDBERG


Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
406 KB
Volume
230
Category
Article
ISSN
0022-460X

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✦ Synopsis


The complex modulus of a material with linearly viscoelastic behaviour is identi"ed on the basis of strains which are known, from measurements and sometimes from a free end boundary condition, at three or more sections of an axially impacted bar specimen. The aim is to improve existing identi"cation methods based on known strains at three uniformly distributed sections by increasing the number of sections considered and by distributing them non-uniformly. The increased number of sections results in an overdetermined system of equations from which an approximate solution for the complex modulus is determined using the method of least squares. Through the non-uniform distribution of sections, critical conditions with accompanying large errors at certain frequencies are largely eliminated. Experimental tests were carried out at room temperature with two materials, viz., polypropylene and polymethyl methacrylate, "ve strain gauge con"gurations and two kinds of impact excitation. Substantial improvement in the quality of the results for complex modulus was obtained.


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In Situ Determination Of The Complex Mod
✍ B. Lundberg; S. Ödeen 📂 Article 📅 1993 🏛 Elsevier Science 🌐 English ⚖ 205 KB

A method is proposed for in situ determination of the complex modulus of a member of an impact-loaded structure. The modulus was obtained in terms of strains measured at three different cross-sections of a uniform part of the member, by using one-dimensional theory. The potential of the method was e