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Failure of micron scale Single Crystal Silicon bars due to torsion developed by MEMS micro instruments

机译:MEMS微型仪器产生的扭转导致微米级单晶硅棒失效

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We present an experimental study on a single crystal silicon (SCS) bar subjected to pure torsion using MEMS micro instruments. The bar is in the form of a pillar, anchored at one end to the silicon substrate. It is attached to a lever arm at the other end. The pillar has a minimum cross sectional area at its mid height. The cross section coincides with the (100) plane of SCS. Torsion is generated by applying two equal forces on the lever arm on either side of the pillar. Two micro instruments apply the forces. Each consists of an electrostatic actuator and a component that calibrates it. The actuator generates high force (≈ 200 μN at 50 V) and is capable of developing large displacements (≈ 10 μm). Calibration involves determination of the force generated by the actuator at an applied voltage, as well as the linear and higher order spring constants of its springs. Each microinstrument is thus calibrated independently.rnWith the application of ferces by the two micro instruments, a torque is generated which twists the pillar. The angle of twist at different applied voltages are recorded using an angular scale. The corresponding torques are determined from the calibration parameters of the actuators. Torque is applied until the pillar fractures. Two such sample pillars, samples 1 and 2, are tested. There cross sectional areas are 1 and 2.25 μm~2. We find that both the pillars behave linearly until failure. The stresses prior to fracture are evaluated based on anisotropic theory of elasticity. Samples 1 and 2 fail at shear stresses of 5.6 and 2.6 GPa respectively. The fracture surfaces seem to coincide with the (111) plane of SCS.
机译:我们目前使用MEMS微型仪器对单晶硅(SCS)棒进行纯扭力的实验研究。棒为柱的形式,其一端锚定到硅衬底。它在另一端连接到杠杆臂。支柱在其中间高度具有最小的横截面积。横截面与SCS的(100)平面重合。通过在立柱两侧的杠杆臂上施加两个相等的力来产生扭转。两个微型仪器施加力。每个组件都包含一个静电执行器和一个对其进行校准的组件。该执行器产生很大的力(在50 V时≈200μN),并且能够产生较大的位移(≈10μm)。校准涉及确定执行器在施加电压时产生的力,以及其弹簧的线性和高阶弹簧常数。因此,每个微仪器都是独立校准的。通过两个微仪器施加的弯曲力,会产生扭转柱体的扭矩。使用角标尺记录不同施加电压下的扭转角。根据执行器的校准参数确定相应的扭矩。施加扭矩直到支柱断裂。测试了两个这样的样本支柱,样本1和2。横截面积为1和2.25μm〜2。我们发现,直到破坏为止,两个支柱都是线性的。基于各向异性弹性理论评估断裂之前的应力。样品1和2分别在5.6 GPa和2.6 GPa的剪切应力下破裂。断裂面似乎与SCS的(111)平面重合。

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