Geometry and thickness dependant anomalous mechanical behavior of fabricated SU-8 thin film micro-cantilevers

A. Basu, Anup Basak, S. Bhattacharya
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引用次数: 4

Abstract

SU-8 micro-cantilever arrays consisting of V- and M-shaped structures fabricated using a simplified single hard mask step. Bending tests were performed under similar peak loads (ranging 2–10 µN), with thickness ranging between micron (3.5 µm) and sub-micron (0.2 µm) scales. Various mechanical properties such as stiffness and hysteresis are determined from the load versus deflection curves. When the thickness of the V-shaped beam is decreased from 2 µm to 0.2 µm, the stiffness increases by a factor of 2.7, which is in contradiction with the classical beam theory according to which the stiffness for 0.2 µm beam should be three orders of magnitude less than that of 2 µm beam. Micropolar elasticity theory with a variable-intrinsic length scale (thickness dependant) is used to explain such an anomalous response. Experimentally obtained stiffness of two M-shaped beams of thickness 2 µm and 0.2 µm are almost identical. Reason behind this contradictory result is that the thicker beam has a residual strain with a large plastic deformation which usually increases the cross-linking network density, leading to increase in elastic modulus, hardness and thus stiffness of polymers. But the thinner beam has undergone an elastic deformation. The size effect of V- and M-shaped cantilever beams is discussed.
SU-8薄膜微悬臂梁的几何和厚度依赖性异常力学行为
SU-8微悬臂阵列由V形和m形结构组成,采用简化的单硬掩模步骤制造。弯曲试验在相似的峰值荷载(2-10µN)下进行,厚度范围在微米(3.5µm)和亚微米(0.2µm)之间。各种机械性能,如刚度和迟滞是由载荷与挠度曲线决定的。当v型梁的厚度从2µm减小到0.2µm时,刚度增加了2.7倍,这与经典梁理论中0.2µm梁的刚度应比2µm梁的刚度小3个数量级相矛盾。采用变内禀长度尺度(厚度相关)的微极弹性理论来解释这种异常响应。实验得到的厚度为2µm和0.2µm的两根m型梁的刚度基本相同。这一矛盾结果背后的原因是,较厚的梁具有较大塑性变形的残余应变,通常会增加交联网络密度,导致聚合物的弹性模量和硬度增加,从而增加刚度。但较薄的梁发生了弹性变形。讨论了V形和m形悬臂梁的尺寸效应。
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