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Large deformations of nonlinear viscoelastic and multi-responsive beams

机译:非线性粘弹性和多响应梁的大变形

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This study presents analyses of deformations in nonlinear viscoelastic beams that experience large displacements and rotations due to mechanical, thermal, and electrical stimuli. The studied beams are relatively thin so that the effect of the transverse shear deformation is neglected, and the stretch along the transverse axis of the beams is also ignored. It is assumed that the plane that is perpendicular to the longitudinal axis of the undeformed beam remains plane during the deformations. The nonlinear kinematics of the finite strain beam theory presented by Reissner is adopted, and a nonlinear viscoelastic constitutive relation based on a quasi-linear viscoelastic (QLV) model is considered for the beams. Deformation in beams due to mechanical, thermal, and electric field inputs are incorporated through the use of time integral functions, by separating the time-dependent function and nonlinear measures of field variables. The nonlinear measures are formulated by including higher order terms of the field variables, i.e. strain, temperature, and electric field. Responses of beams under mechanical, thermal, and electrical stimuli are illustrated and the effects of nonlinear constitutive relations on the overall deformations of the beams are highlighted.
机译:本研究介绍了由于机械,热和电刺激而经历大位移和旋转的非线性粘弹性梁的变形分析。所研究的梁相对较薄,因此可以忽略横向剪切变形的影响,并且也忽略了沿梁的横轴的拉伸。假定垂直于未变形梁的纵轴的平面在变形期间保持为平面。采用Reissner提出的有限应变梁理论的非线性运动学,并考虑了基于准线性粘弹性(QLV)模型的非线性粘弹性本构关系。通过分离时间相关函数和场变量的非线性度量,通过使用时间积分函数,可以将由于机械,热和电场输入而引起的光束变形纳入其中。通过包括场变量的高阶项,即应变,温度和电场来制定非线性测量。图解说明了梁在机械,热和电刺激下的响应,并突出了非线性本构关系对梁整体变形的影响。

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