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Determination of Elastic Modulus for Several Kinds of Micro Beams with Variable Moments of Inertia

机译:几种不同惯性矩微束的弹性模量的确定

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In order to measure materials' elastic moduli according with their practical applications in MEMS, based on micro rectangle beam bending principle, the formulas to determining micro materials' elastic moduli were deduced for three kinds of micro cantilever beams with variable moments of inertia and three kinds of micro beams with variable moments of inertia under two-end supporting which were checked with ANSYS FE program and a theoretic material with elastic modulus of 190GPa and Poisson's ratio of 0.28. The elastic moduli obtained by the formulas according to the simulated results of the loads under a deflection of 10 μm for six kinds of micro beams are 191.2GPa, 192.2GPa, 192.4GPa, 188.6GPa, 182.9GPa,176.7GPa, respectively, and the maximum relative difference between the simulated elastic moduli and the theoretic elastic modulus is 6.4%. Besides, a series of bending simulations for he rectangle beams supported by Bases 1 and 2 with the different sizes was also done using ANSYS FE program. The simulation results showed that the elastic moduli determined by the formulas for micro rectangle beams without base(s) may be divided by a parameter equal to 0.866 or 0.845 for Base 1 or Base 2 in the interest of the actual elastic moduli.
机译:为了根据材料在MEMS中的实际应用来测量材料的弹性模量,基于微矩形梁弯曲原理,推导了三种具有可变惯性矩的微悬臂梁和三种类型的微材料悬臂梁确定微材料的弹性模量的公式。通过ANSYS FE程序检查了两端支撑下具有可变惯性矩的微束,并采用了弹性模量为190GPa和泊松比为0.28的理论材料。根据6种微梁在10μm挠度下的载荷的模拟结果,通过公式得出的弹性模量分别为191.2GPa,192.2GPa,192.4GPa,188.6GPa,182.9GPa,176.7GPa,以及模拟弹性模量与理论弹性模量之间的最大相对差为6.4%。此外,还使用ANSYS FE程序对不同尺寸的基座1和2支撑的矩形梁进行了一系列弯曲模拟。仿真结果表明,对于不带底座的矩形矩形梁,由公式确定的弹性模量可以除以底座1或底座2的等于0.866或0.845的参数,以符合实际的弹性模量。

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