首页> 外文期刊>International Journal of Mechanical Sciences >Stochastic bending-torsion coupled response of axially loaded slender composite-thin-walled beams with closed cross-sections
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Stochastic bending-torsion coupled response of axially loaded slender composite-thin-walled beams with closed cross-sections

机译:闭合截面薄壁组合薄壁组合梁的随机弯扭耦合响应

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摘要

The stochastic bending-torsion coupled response of axially loaded slender composite beams with solid or thin-walled closed cross-sections are investigated by using normal mode method in conjunction with receptance method. The classical composite beam theory with shear deformation and rotary inertia ignored is employed and the effects of bending-torsion coupling and axial force are included in the present formulations. The theoretical expressions for the displacement response of axially loaded slender composite beams subjected to concentrated or distributed stochastic excitations with stationary and ergodic properties are derived. The proposed method is illustrated by its application to two particular examples to study the effects of bending-torsion coupling and axial force on the stochastic response of the composite beams.
机译:采用正态模态与受力法相结合的方法研究了截面为实心或薄壁封闭截面的细长组合梁在轴向荷载下的随机弯扭耦合响应。采用了忽略剪切变形和旋转惯性的经典复合梁理论,本公式包括了弯扭耦合和轴向力的影响。推导了轴向集中细长组合梁在集中或分布随机激励下具有稳态和遍历特性的位移响应的理论表达式。通过将其应用于两个具体实例来研究所提出的方法,以研究弯扭耦合和轴向力对复合梁的随机响应的影响。

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