TY - JOUR
T1 - Forced Vibration Analysis of a Nonlinear Structure Connected in Series
T2 - (2nd Report, Treatment for a Piecewise Linear System and Numerical Computational Results)
AU - Kondou, Takahiro
AU - Sueoka, Atsuo
AU - Tanaka, Hironobu
AU - Inoue, Takumi
AU - Ryu, Takahiro
AU - Ayabe, Takashi
PY - 1992
Y1 - 1992
N2 - A numerical computational method is suggested for the nonlinear analysis of a piecewise linear system including a system with clearances which is often found in practical mechanical structures. When this method is combined with the analytical method for the nonlinear system based on the concept of harmonic balance, the piecewise linear system is analyzed with high accuracy. The validity of the incremental transfer influence coefficient method formulated in the previous report for the structure connected in series is verified by the numerical computational results for some examples, as compared with those of the incremental harmonic balance method and the incremental transfer matrix method. As a result, it was confirmed that the incremental transfer influence coefficient method was the most effective among the three methods as the degrees of freedom of the structure treated become large and the accuracy of an approximate solution becomes high.
AB - A numerical computational method is suggested for the nonlinear analysis of a piecewise linear system including a system with clearances which is often found in practical mechanical structures. When this method is combined with the analytical method for the nonlinear system based on the concept of harmonic balance, the piecewise linear system is analyzed with high accuracy. The validity of the incremental transfer influence coefficient method formulated in the previous report for the structure connected in series is verified by the numerical computational results for some examples, as compared with those of the incremental harmonic balance method and the incremental transfer matrix method. As a result, it was confirmed that the incremental transfer influence coefficient method was the most effective among the three methods as the degrees of freedom of the structure treated become large and the accuracy of an approximate solution becomes high.
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U2 - 10.1299/kikaic.58.1343
DO - 10.1299/kikaic.58.1343
M3 - Article
AN - SCOPUS:84996008998
VL - 58
SP - 1343
EP - 1351
JO - Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C
JF - Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C
SN - 0387-5024
IS - 549
ER -