3D Numerical Cross-Section Analysis of a Tapered Beam Slice

IF 1.5 4区 工程技术 Q3 ENGINEERING, MECHANICAL
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引用次数: 0

Abstract

Cross-section analysis is an important tool used to recover stresses and strains in a structure at specific cross-sections of arbitrary geometries, without the need for a full 3D model. This is particularly essential for large-scale structures such as aircrafts, wind turbine blades, etc. where making a full model can be computationally very expensive or impractical. The majority of currently available cross-section analysis frameworks are based on stepwise prismatic assumptions, which are hardly suited for the analysis of tapered beams. In fact, high-fidelity stress analysis obtained from analytical and full 3D models shows that predictions of stepwise prismatic approximations can significantly deviate from the correct solution of tapered beams. In this work, a prismatic 3D cross-section analysis method is extended to analyze a symmetrically tapered finite cross-section slice. In this study, the cross-section slice is discretized with 8-node and 20-node solid elements. The boundary conditions are applied as six constraint equations via the Lagrange multiplier method. The external nodal forces acting on the cross-section faces are obtained from the equivalent tractions induced by the cross-section forces. The developed numerical model is validated against the exact analytical solutions of a wedge as well as commercial finite element (FE) software COMSOL and it is shown that the numerically predicted displacement and stress fields agree well with those provided by the wedge’s analytical solution and the FE COMSOL results. This work contributes to the advancement of high-fidelity numerical tapered cross-section analysis methods with an application for many engineering structures.

锥形梁片的 3D 数值截面分析
摘要 截面分析是一种重要工具,用于恢复任意几何形状的特定截面上结构的应力和应变,而无需完整的三维模型。这对于飞机、风力涡轮机叶片等大型结构尤为重要,因为在这些结构中,建立完整模型的计算成本非常高昂或不切实际。目前大多数可用的横截面分析框架都是基于阶梯棱柱假设,很难适用于锥形梁的分析。事实上,从分析模型和全三维模型中获得的高保真应力分析表明,逐步棱柱近似法的预测结果与锥形梁的正确解法有很大偏差。在本研究中,棱柱三维截面分析方法被扩展用于分析对称锥形有限截面切片。在这项研究中,横截面切片采用 8 节点和 20 节点实体元素离散化。边界条件通过拉格朗日乘数法应用为六个约束方程。作用在横截面上的节点外力由横截面力引起的等效牵引力获得。开发的数值模型与楔形的精确分析解以及商业有限元(FE)软件 COMSOL 进行了验证,结果表明,数值预测的位移和应力场与楔形的分析解和 FE COMSOL 的结果非常吻合。这项工作有助于推动高保真锥形截面数值分析方法的发展,并可应用于许多工程结构。
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来源期刊
CiteScore
2.90
自引率
7.70%
发文量
76
审稿时长
>12 weeks
期刊介绍: Transactions of Mechanical Engineering is to foster the growth of scientific research in all branches of mechanical engineering and its related grounds and to provide a medium by means of which the fruits of these researches may be brought to the attentionof the world’s scientific communities. The journal has the focus on the frontier topics in the theoretical, mathematical, numerical, experimental and scientific developments in mechanical engineering as well as applications of established techniques to new domains in various mechanical engineering disciplines such as: Solid Mechanics, Kinematics, Dynamics Vibration and Control, Fluids Mechanics, Thermodynamics and Heat Transfer, Energy and Environment, Computational Mechanics, Bio Micro and Nano Mechanics and Design and Materials Engineering & Manufacturing. The editors will welcome papers from all professors and researchers from universities, research centers, organizations, companies and industries from all over the world in the hope that this will advance the scientific standards of the journal and provide a channel of communication between Iranian Scholars and their colleague in other parts of the world.
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