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Active stabilization of a slender beam-column under static axial loading and estimated uncertainty in actuator properties

机译:静态轴向载荷下细长梁柱的主动稳定和致动器特性的估计不确定性

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Buckling of load-carrying beam-columns is a severe failure scenario in light-weight structures. The authors present an approach to actively stabilize a slender beam-column under static axial load to prevent it from buckling in its first buckling mode. For that, controlled active counteracting forces are applied by two piezoelectric stack actuators near the column's fixed base, achieving a 40% higher axial critical load and leaving most of the column's surface free from actuation devices. However, uncertain actuator properties due to tolerances in characteristic maximum free stroke and blocking force capability have an influence on the active stabilization. This uncertainty and its effect on active buckling control is investigated by numerical simulation, based on experimental tests to determine the actual maximum free stroke and blocking force for several piezoelectric stack actuators. The simulation shows that the success of active buckling control depends on the actuator's variation in its maximum free stroke and blocking force capability.
机译:携带负载梁柱的屈曲是轻量级结构的严重失败场景。作者介绍了一种方法来在静态轴向载荷下主动稳定细长梁柱,以防止其在其第一屈曲模式下弯曲。为此,受控的主动抵消力由柱固定底座附近的两个压电叠致动器施加,实现40%的轴向临界负载,并使大部分柱的表面没有致动装置。然而,由于特征最大自由冲程和阻断力能力的耐受性而导致的不确定致动器性能对主动稳定产生影响。基于实验测试,通过数值模拟研究了这种不确定性及其对主动屈曲控制的影响,以确定几个压电堆致动器的实际最大自由冲程和阻塞力。仿真表明,主动屈曲控制的成功取决于致动器的最大自由冲程和阻挡力能力的变化。

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