任意形状壳的通用参数化绝对节点坐标公式

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Yipeng Liu, Wei Fan, Hui Ren, Zheng Chen
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引用次数: 0

摘要

绝对节点坐标公式(ANCF)广泛应用于板壳结构的大变形和非线性动力问题。然而,板壳结构的复杂几何形状和梯度的高阶不连续性阻碍了高阶ANCF单元在工程上的广泛应用。本文提出了一种针对具有复杂几何形状和多连接特征的板壳结构的参数化ANCF方法,为工程应用中复杂板壳结构的非线性动力学模拟提供了一种新的解决方案。采用边界首次平坦化(BFF)方法将复杂板壳结构映射到指定平面域上,实现全局参数化。在参数化平面内,利用b样条插值技术构造高阶梯度向量。最后,在参数化平面内应用各种高阶ANCF单元,精确模拟复杂板壳结构的非线性动力学。该方法有效地解决了高阶梯度不连续问题,使高阶ANCF单元能够应用于具有复杂几何形状和多连接特征的板壳结构的非线性动力学,从而扩大了ANCF的应用范围。另一方面,板壳结构的全局参数化和高阶梯度构造只需在模拟前计算一次,这具有低离线成本的特点,并且不会给静态/动态模拟带来额外的计算开销。此外,由于该方法具有较强的连续性和对高阶ANCF单元的利用,使得该方法以较少的网格单元保证了计算精度,在降低计算成本的同时提高了效率。通过模态频率比较、静平衡和动态响应验证了该方法的有效性和可靠性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A universal parameterized absolute nodal coordinate formulation for arbitrarily shaped shells
Absolute node coordinate formulation (ANCF) has been widely applied to the large deformation and nonlinear dynamic problems of plate/shell structures. Nevertheless, the complex geometries of plate/shell structures and the higher-order discontinuity of gradients have hindered the widespread engineering application of higher-order ANCF elements. In this work, a parameterized ANCF approach tailored for plate/shell structures with complex geometries and multi-connected features is developed, providing a new solution for nonlinear dynamic simulation of complex plate/shell structures in engineering applications. The boundary first flattening (BFF) is used to map complex plate/shell structures onto specified planar domains and achieve global parameterization. Within the parameterized plane, the B-spline interpolation techniques are utilized to construct higher-order gradient vectors for such structures. Finally, various higher-order ANCF elements are applied within the parameterized plane to accurately simulate the nonlinear dynamics of complex plate/shell structures. The proposed method effectively solves the problem of higher-order gradient discontinuity, enabling the application of higher-order ANCF elements to the nonlinear dynamics of plate/shell structures with complex geometries and multi-connected features, thereby expanding ANCF's application scope. On the other hand, the global parameterization of plate/shell structures and higher-order gradient construction are computed only once prior to simulation, which features low offline costs and introduces no additional computational overhead for static/dynamic simulations. Furthermore, owing to its enhanced continuity and utilization of higher-order ANCF elements, this method ensures computational accuracy with fewer mesh elements, reducing computational costs while improving efficiency. The efficacy and reliability of the proposed method are verified by modal frequency comparison, static equilibrium and dynamic response.
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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