TY - JOUR
T1 - In-Plane Free Vibration of Uniform Circular Arches Made of Axially Functionally Graded Materials
AU - Lee, Joon Kyu
AU - Lee, Byoung Koo
N1 - Publisher Copyright:
© 2019 World Scientific Publishing Company.
PY - 2019/8/1
Y1 - 2019/8/1
N2 - This study focused on the in-plane free vibration of uniform circular arches made of axially functionally graded (AFG) materials. Based on the dynamic equilibrium of an arch element, the governing equations for the free vibration of an AFG arch are derived in this study, where arbitrary functions for the Young's modulus and mass density are acceptable. For the purpose of numerical analysis, quadratic polynomials for the Young's modulus and mass density are considered. To calculate the natural frequencies and corresponding mode shapes, the governing equations are solved using the direct integral method enhanced by the trial eigenvalue method. For verification purposes, the predicted frequencies are compared to those obtained by the general purpose software ADINA. A parametric study of the end constraint, rotatory inertia, modular ratio, radius parameter, and subtended angle for the natural frequencies is conducted and the corresponding mode shapes are reported.
AB - This study focused on the in-plane free vibration of uniform circular arches made of axially functionally graded (AFG) materials. Based on the dynamic equilibrium of an arch element, the governing equations for the free vibration of an AFG arch are derived in this study, where arbitrary functions for the Young's modulus and mass density are acceptable. For the purpose of numerical analysis, quadratic polynomials for the Young's modulus and mass density are considered. To calculate the natural frequencies and corresponding mode shapes, the governing equations are solved using the direct integral method enhanced by the trial eigenvalue method. For verification purposes, the predicted frequencies are compared to those obtained by the general purpose software ADINA. A parametric study of the end constraint, rotatory inertia, modular ratio, radius parameter, and subtended angle for the natural frequencies is conducted and the corresponding mode shapes are reported.
KW - Free vibration
KW - axially functionally graded material
KW - mode shape
KW - natural frequency
KW - uniform circular arch
UR - http://www.scopus.com/inward/record.url?scp=85066076394&partnerID=8YFLogxK
U2 - 10.1142/S0219455419500846
DO - 10.1142/S0219455419500846
M3 - Article
AN - SCOPUS:85066076394
SN - 0219-4554
VL - 19
JO - International Journal of Structural Stability and Dynamics
JF - International Journal of Structural Stability and Dynamics
IS - 8
M1 - 1950084
ER -