Stress-driven two-phase integral elasticity for Timoshenko curved beams
Keyword(s):
In this research, the size-dependent static behaviour of elastic curved stubby beams is investigated by Timoshenko kinematics. Stress-driven two-phase integral elasticity is adopted to model size effects which soften or stiffen classical local responses. The corresponding governing equations of nonlocal elasticity are established and discussed, non-classical boundary conditions are detected and an effective coordinate-free solution procedure is proposed. The presented mixture approach is elucidated by solving simple curved small-scale beams of current interest in Nanotechnology. The contributed results could be useful for design and optimization of modern sensors and actuators.
2020 ◽
Vol 45
(59)
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pp. 34483-34493
2021 ◽
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2021 ◽
Vol 263
(6)
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pp. 152-163
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2018 ◽
Vol 29
(20)
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pp. 3949-3959
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2018 ◽
Vol 22
(7)
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pp. 2210-2249
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