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Dynamic Modal Analysis and Optimization of a Mechanical Sensor Arm Deployment System for a C-130 Aircraft

机译:用于C-130飞机机械传感器臂部部署系统的动态模态分析与优化

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During structural engineering design two of the most overlooked design facets of a finished product is understanding the behavior characteristics of how the product will react when resonated at its natural frequencies and actually defining and understanding the overall vibration profile responsible for the excitation of the structure. A C-130 mechanical arm/pod system has been developed to accommodate 1,000 pounds of sensor payload deployable in flight from a C-130 Hercules military aircraft (variants B thru J). The mechanical arm/pod system will be subjected to a profile of vibration from numerous sources during deployment and while in the final operating position. A general vibration profile for the mechanical arm/pod will be compiled from the plane's four T-56-A-15 turboprop engines, the atmospheric turbulence and random gust loads. A pitot-accelerometer sensor probe was used to obtain vibration data of the C-130 ramp during a zero-light turbulence category flight for indicated airspeeds of 130 knots and 150 knots. The mid/low frequency values with worse case scenario magnitudes induced by buffeting, flutter and gust loads were computed. A formal vibration analysis was conducted utilizing the Finite Element Approach and Modal Analysis using Pro/ENGINEER and Pro/MECHANICA software packages. The natural frequency modes for the mechanical arm/pod system was computed in the x, y and z directions with three different geometrical configurations of the structural cross-member supports.
机译:在结构工程设计期间,成品的两种最忽略的设计方面是了解产品在其自然频率上谐振时如何反应的行为特征,实际上定义和理解负责结构激励的整体振动曲线。已经开发了C-130机械臂/荚系统,以容纳1000磅的传感器有效载荷,从C-130 Hercules军用飞机(变体B THRU J)。在部署期间,机械臂/荚系统将受到众多来源的振动的轮廓,而在最终的操作位置。机械臂/吊舱的一般振动曲线将从平面的四个T-56-A-15涡轮螺旋桨发动机,大气湍流和随机燃烧载荷编制。在零光湍流类别飞行中,使用皮托 - 加速度计传感器探针来获得C-130斜坡的振动数据,用于指示130节的空速和150节。计算了具有较差较差的案例场景幅度的中/低频值,通过频率诱导,颤动和燃烧载荷诱导。使用Pro / Engineer和Pro / Mechanica软件包使用有限元方法和模态分析进行正式振动分析。机械臂/荚系统的固有频率模式在X,Y和Z方向上计算,具有三种不同的结构横梁支撑件的几何配置。

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