TY - JOUR
T1 - Crack identification of functionally graded beams using continuous wavelet transform
AU - Zhu, Lin-Feng
AU - Ke, Liao-Liang
AU - Zhu, Xin-Qun
AU - Xiang, Yang
AU - Wang, Yue-Sheng
PY - 2019
Y1 - 2019
N2 - This paper proposes a new damage index for the crack identification of beams made of functionally graded materials (FGMs) by using the wavelet analysis. The damage index is defined based on the position of the wavelet coefficient modulus maxima in the scale space. The crack is assumed to be an open edge crack and is modeled by a massless rotational spring. It is assumed that the material properties follow exponential distributions along the beam thickness direction. The Timoshenko beam theory is employed to derive the governing equations which are solved analytically to obtain the frequency and mode shape of cracked FGM beams. Then, we apply the continuous wavelet transform (CWT) to the mode shapes of the cracked FGM beams. The locations of the cracks are determined from the sudden changes in the spatial variation of the damage index. An intensity factor, which relates to the size of the crack and the coefficient of the wavelet transform, is employed to estimate the crack depth. The effects of the crack size, the crack location and the Young's modulus ratio on the crack depth detection are investigated.
AB - This paper proposes a new damage index for the crack identification of beams made of functionally graded materials (FGMs) by using the wavelet analysis. The damage index is defined based on the position of the wavelet coefficient modulus maxima in the scale space. The crack is assumed to be an open edge crack and is modeled by a massless rotational spring. It is assumed that the material properties follow exponential distributions along the beam thickness direction. The Timoshenko beam theory is employed to derive the governing equations which are solved analytically to obtain the frequency and mode shape of cracked FGM beams. Then, we apply the continuous wavelet transform (CWT) to the mode shapes of the cracked FGM beams. The locations of the cracks are determined from the sudden changes in the spatial variation of the damage index. An intensity factor, which relates to the size of the crack and the coefficient of the wavelet transform, is employed to estimate the crack depth. The effects of the crack size, the crack location and the Young's modulus ratio on the crack depth detection are investigated.
KW - cracks
KW - damage indexes
KW - functionally gradient materials
KW - structural health monitoring
KW - wavelets (mathematics)
UR - http://handle.westernsydney.edu.au:8081/1959.7/uws:50829
U2 - 10.1016/j.compstruct.2018.11.042
DO - 10.1016/j.compstruct.2018.11.042
M3 - Article
SN - 0263-8223
VL - 210
SP - 473
EP - 485
JO - Composite Structures
JF - Composite Structures
ER -