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Modeling of Cross-Spring Pivots Subjected to Generalized Planar Loads 被引量:4
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作者 BI Shusheng YAO Yanbin +1 位作者 ZHAO Shanshan YU Jingjun 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2012年第6期1075-1085,共11页
Cross-spring pivots, formed by crossing two identical flexural beams at their midpoint, have been broadly used in precision engineering and aerospace fields. Many researches have been conducted on modeling and analysi... Cross-spring pivots, formed by crossing two identical flexural beams at their midpoint, have been broadly used in precision engineering and aerospace fields. Many researches have been conducted on modeling and analysis of cross-spring pivots. However the influence of application position and magnitude of the external loads on the load-rotation and parasitic motion characteristics has not yet been discussed. In order to reveal the effect of the external loads, this paper develops the accurate load-rotation and center shift models of cross-spring pivots, with generalized planar loads applied including bending moment, horizontal and vertical forces. Firstly, by using the energy method, the load-displacement models of the pivot are derived with the assumption of small rotational angles. Based on the models, the influence of generalized planar loads on the load-rotation relationship is discussed, which shows that both application position and magnitude of the vertical and horizontal forces influence the load-rotation behaviors. Then the accurate center shift expressions of the pivot with generalized planar loads are developed, which shows that the rotational angle is the dominant term for both components of the center shift while the vertical and horizontal forces are small. Finally, the accuracy of the proposed model is validated by finite element analysis(FEA). Comparing the model data with the results obtained from FEA, the relative error of the load-rotation is less than 6% even if the rotational angle reaches 20°; the relative errors of the two components of center shift are less than 5% and 10% respectively when the rotational angle reaches 10°. The proposed model and analytical conclusions can be used to analyze and preliminarily design the compliant mechanisms containing cross-spring pivots. 展开更多
关键词 cross-spring pivot load-rotation behaviors center shift generalized planar loads
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弹性支承上弹性转动约束矩形薄板线性荷载压屈分析
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作者 吴韬 莫时旭 郑艳 《河南理工大学学报(自然科学版)》 CAS 北大核心 2022年第3期172-180,共9页
为探讨边界约束下不同刚度对受线性压力作用矩形板稳定性的影响,研究了弹性支承上弹性转动约束的矩形薄板线性压屈问题。采用基于能量变分原理的Ritz能量法,根据屈曲形变提出合适的挠曲面函数,由其能量变分推得临界屈曲荷载理论解。通... 为探讨边界约束下不同刚度对受线性压力作用矩形板稳定性的影响,研究了弹性支承上弹性转动约束的矩形薄板线性压屈问题。采用基于能量变分原理的Ritz能量法,根据屈曲形变提出合适的挠曲面函数,由其能量变分推得临界屈曲荷载理论解。通过有限元分析得到此类矩形板压屈荷载数值解,结果表明:荷载梯度较小时误差不超过2.8%;荷载梯度较大时,通过回归得到修正系数,误差不超过4.7%。同时建立临界纵横比、荷载梯度与板的边界转动约束刚度和支承刚度之间的关系式,根据计算结果分析,边界转动约束刚度为0.8~100时对薄板受压稳定性影响显著。 展开更多
关键词 矩形薄板 Ritz能量法 有限元分析 弹性转动约束 线性压屈 临界屈曲荷载
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