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Nonlinear Dynamic Modeling for a Flexible Laminated Composite Appendage Attached to a Spacecraft Body Undergoing Deployment and Locking Motions

机译:进行展开和锁定运动的附着在航天器主体上的柔性叠层复合附件的非线性动力学建模

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摘要

A nonlinear dynamic modeling method is developed for a deployment and locking mechanism composed of laminated composite appendage. Unlike most formulations of linear models which ignore coupled and nonlinear terms resulting in a seriously improper response, the present model takes into account the effects of geometric nonlinearity and coupled deformations. In order to accurately obtain the dynamic response of laminated composited appendages, nonlinear strain-displacement relations for laminated plate/shell elements are presented, and the corresponding formulations are derived from the Piola-Kirchhoff stress tensor for evaluating the internal forces. Furthermore, the effect of contact and impact located at a spring hinge is investigated, which can achieve the actuating and locking functions. To study the dynamic behavior of contact-impact, the generalized contact-impact forces between the pin and locking groove are considered in the model. Meanwhile, the Jacobian matrices of geometric and momentum constraints are derived from hinge kinematics. Finally, the complete expressions including coupled deformation terms, nonlinear stiffness, additional stiffness terms, and contact-impact forces are presented, and a full analysis is achieved by using both the linear model and nonlinear model, respectively. Numerical simulation results are obtained to verify the dynamic effects of coupled deformation terms, the nonlinear stiffness and additional stiffness terms in the present model. (C) 2016 American Society of Civil Engineers.
机译:针对叠层复合附件组成的展开和锁定机构,开发了一种非线性动力学建模方法。与大多数线性模型的公式忽略了耦合和非线性项导致严重的不正确响应不同,本模型考虑了几何非线性和耦合变形的影响。为了准确地获得叠层复合附件的动力响应,提出了叠层板/壳单元的非线性应变-位移关系,并从Piola-Kirchhoff应力张量推导了相应的公式以评估内力。此外,研究了位于弹簧铰链处的接触和冲击的影响,可以实现致动和锁定功能。为了研究接触冲击的动态行为,在模型中考虑了销和锁定槽之间的广义接触冲击力。同时,几何和动量约束的雅可比矩阵是从铰链运动学推导的。最后,给出了包括耦合变形项,非线性刚度,附加刚度项和接触冲击力的完整表达式,并分别使用线性模型和非线性模型进行了全面分析。获得了数值模拟结果,以验证本模型中耦合变形项,非线性刚度和附加刚度项的动态影响。 (C)2016年美国土木工程师学会。

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