期刊
COMPOSITE STRUCTURES
卷 165, 期 -, 页码 148-159出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compstruct.2017.01.020
关键词
Nonlocal arch theory; Hencky bar-chain; Eringen's small length scale coefficient; Buckling; Vibration; Finite difference
This paper presents analytical buckling and vibration solutions for two nonlocal circular arch models. One model is based on Eringen's stress gradient theory while the other model is based on continualization of a lattice system. Both nonlocal arch models contain the unknown small length scale coefficient e(0). In order to calibrate e(0), exact buckling and vibration solutions for Hencky bar-chain model (HBM) are first obtained. On the basis of the phenomenological similarities between the HBM and the nonlocal arch models, the matching of buckling and vibration solutions for HBMs and those for nonlocal models allows one to calibrate the e(0) values. It is found that e(0) for Eringen's nonlocal circular arch (ENCA) varies with respect to geometrical property of the arch and boundary conditions. However, e(0) for a continualized nonlocal circular arch (CNCA) is found to be a constant value, regardless of geometrical properties or boundary conditions. (C) 2017 Elsevier Ltd. All rights reserved.
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