The paper extends the formulation of a 2D geometrically exact beam element proposed in our previous paper [1] to curved elastic beams. This formulation is based on equilibrium equations in their integrated form, combined with the kinematic relations and sectional equations that link the internal forces to sectional deformation variables. The resulting first-order differential equations are approximated by the finite difference scheme and the boundary value problem is converted to an initial value problem using the shooting method. The paper develops the theoretical framework based on the Navier-Bernoulli hypothesis but the approach could be extended to shear-flexible beams. The initial shape of the beam is captured with high accuracy, for certain shapes including the circular one even exactly. Numerical procedures for the evaluation of equivalent nodal forces and of the element tangent stiffness are presented in detail. Unlike standard finite element formulations, the present approach can increase accuracy by refining the integration scheme on the element level while the number of global degrees of freedom is kept constant. The efficiency and accuracy of the developed scheme are documented by five examples that cover circular and parabolic arches and a spiral-shaped beam. It is also shown that, for initially curved beams, a cross effect in the relations between internal forces and deformation variables arises, i.e., the bending moment affects axial stretching and the normal force affects the curvature.
翻译:本文扩展了我们先前的论文[1]中提议的 2D 精确的光束元素的配方, 以曲线弹性波束为缩放。 配方基于综合形态的平衡方程, 加上将内部力量与部位变形变量联系起来的动态关系和分方方方程。 由此产生的一阶差异方程的近似为有限差异公式, 边界值问题被用射击方法转换为初始值问题 。 本文根据纳维埃- 伯诺利假设开发了理论框架, 但该方法可以扩展至尖状灵活光束。 光束最初的形状被非常精确地捕捉到, 某些形状包括圆形、 圆形、 圆形、 螺旋、 螺旋、 螺旋、 螺旋、 螺旋、 螺旋、 螺旋、 螺旋、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 曲线、 、 曲线、 曲线、 曲线、 曲线、 曲线、 变变。