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A Legendre Spectral Finite Element Implementation of Geometrically Exact Beam Theory

机译:几何精确束理论的勒让德谱有限元实现

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This paper considers Legendre spectral finite elements (LSFEs) for linear and nonlinear elastic deformation of composite beams. LSFEs are high-order Lagrangian-interpolant finite elements with nodes located at the Gauss-Lobatto-Legendre quadrature points. Geometrically exact beam theory (GEBT) is adopted as the theoretical framework, where coupling effects (which usually exist in composite structures) and geometric nonlinearity are taken into consideration. Preliminary results are shown for two example problems. In the first example, the planar linear deflection and natural frequencies of a tapered beam are calculated with LSFEs and with first-order finite elements found in a commercial code. In the second example, the planar nonlinear deflection of a beam subjected to a tip moment is examined with LSFEs and first-order finite elements. For both cases, the LSFEs exhibit exponential convergence rates and are dramatically more accurate than low-order finite elements for a given model size.
机译:本文考虑了勒让德谱有限元(LSFE)用于复合梁的线性和非线性弹性变形。 LSFE是高阶Lagrangian插值有限元,其节点位于Gauss-Lobatto-Legendre正交点。采用几何精确梁理论(GEBT)作为理论框架,其中考虑了耦合效应(通常存在于复合结构中)和几何非线性。显示了两个示例问题的初步结果。在第一个示例中,使用LSFE和商业代码中的一阶有限元来计算锥形光束的平面线性偏转和固有频率。在第二个示例中,使用LSFE和一阶有限元检查了受尖端力矩作用的梁的平面非线性挠度。对于这两种情况,对于给定的模型尺寸,LSFE都显示出指数收敛速度,并且比低阶有限元要精确得多。

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