Journal
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
Volume 189, Issue -, Pages -Publisher
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijmecsci.2020.105991
Keywords
Consistency; Nonlocal strain gradient integral model; FG curved beams; Analytical solution; Laplace transform
Categories
Funding
- National Natural Science Foundation of China [11672131]
- Priority Academic Program Development of Jiangsu Higher Education Institutions
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In order to predict the size-effect of beam-like structures accurately, additional constitutive boundary conditions should be considered to ensure equivalence between differential and integral forms, with a balance needed between mandatory boundary conditions to achieve consistent results. Omitting higher-order boundary conditions was shown to provide stable results but may not meet the requirements of the energy-variational principle.
Despite the extensive applications of the nonlocal strain gradient theory to predict the size-effect of beam-like structures, the inconsistencies of its differential form have been uncovered recently. For bounded beam structures, there are additional constitutive boundary conditions should be taken into account to ensure the strict equivalence between the differential constitutive relation and the originally integral ones. Such an improvement would lead the problems to have more mandatory boundary conditions than those required, and therefore, there must be a trade-off between these boundary conditions. A strategy by omitting the higher-order (non-standard) boundary conditions has been presented recently and from which consistently size-effects can be obtained. However, it was pointed out that this treatment no longer fully meets the requirements of the energy-variational principle. In this paper, an alternative methodology by directly using the originally integral model is proposed for the first time. The advantages of such a strategy are pertinently evidenced by investigating Euler-Bernoulli curved beams made of functionally graded materials. The Laplace transform technique is applied to solve the integral constitutive equations and differential governing equations, which is an original contribution of this paper. In contrast to the differential forms, the originally integral model can satisfy energy conservation well. Meanwhile, adopting specific higher-order boundary conditions, numerical results show consistently stiffening and softening effects for all boundary edges and loading conditions.
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