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首页> 外文期刊>Proceedings of the Royal Society. Mathematical, physical and engineering sciences >Direct influence of residual stress on the bending stiffness of cantilever beams
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Direct influence of residual stress on the bending stiffness of cantilever beams

机译:残余应力对悬臂梁抗弯刚度的直接影响

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摘要

Although the cantilever beam has been widely used as a sensor to measure various physical quantities, important issues such as how residual stress affects its bending stiffness and what are the underlying physical origins have not been fully understood. We perform both theoretical analyses and finite-element simulations to demonstrate for the first time that without changing the material tangent stiffness, residual stress within the beam can directly influence the bending stiffness of the beam. This direct influence arises from two origins: geometry nonlinearity and Poisson's ratio effect. For a cantilever beam with adsorbed macromolecules on its surfaces, we find that longer macromolecular chains have lower normal stiffness and larger intermolecular forces, which makes the effect of the residual stress more pronounced. The excellent agreement between our theoretical predictions and finite-element calculation results validate our analysis. The present work provides an important framework for improving the sensitivity of a cantilever beam as a sensor.
机译:尽管悬臂梁已被广泛用作测量各种物理量的传感器,但是诸如残余应力如何影响其弯曲刚度以及潜在的物理起源等重要问题尚未得到充分理解。我们同时进行理论分析和有限元模拟,以首次证明在不改变材料切线刚度的情况下,梁内的残余应力可以直接影响梁的弯曲刚度。这种直接影响来自两个起源:几何非线性和泊松比效应。对于在其表面吸附有大分子的悬臂梁,我们发现较长的大分子链具有较低的法向刚度和较大的分子间力,这使得残余应力的影响更加明显。我们的理论预测与有限元计算结果之间的出色一致性验证了我们的分析。目前的工作为提高悬臂梁作为传感器的灵敏度提供了重要的框架。

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