Multi-duration robust topology optimization of fiber-reinforced composite structures under dynamic loading

IF 8.3 1区 工程技术 Q1 ENGINEERING, CIVIL
Thin-Walled Structures Pub Date : 2026-05-01 Epub Date: 2026-02-24 DOI:10.1016/j.tws.2026.114706
Jianshu Wang , Shouzheng Sun , Xudong Ran , Tianrong Huang , Hongya Fu , Zhenyu Han , Shuhai Huang , Peng Zhang
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Abstract

In complex engineering environments, the duration of dynamic loads experienced by structures is highly variable. Traditional topology optimization approaches typically address only a single load duration, posing substantial safety risks. This study proposed a multi-duration robust topology optimization method for the design of fiber-reinforced composite structures (FRCS) subjected to dynamic loads with multiple potential durations. Operating under the assumption of linear elastic dynamics, the method employed time-averaged displacement fields to guide fiber orientation updates, effectively addressing the time-varying characteristics of principal stress directions during dynamic responses. To capture the morphological variability of structures under different load durations, a novel metric called the Morphological Dispersion Index (MDI) was introduced. Guided by the MDI, representative sub-durations were selected, and robust topology optimization was achieved by aggregating the objective functions and sensitivities of each sub-duration throughout the optimization process. Experimental validation of the numerical simulation framework was conducted using 3D printing and Digital Image Correlation (DIC). Benchmark cases demonstrated that variations in load duration significantly influenced the optimization outcomes. Compared to designs optimized for a single load duration, the proposed method reduced structural elastic strain energy by 29.98% to 75.80%, while maintaining stable and efficient structural configurations. The method exhibited strong adaptability across varying load durations, offering a new perspective for the robust design of FRCS under dynamic loading conditions.

Abstract Image

动力载荷作用下纤维增强复合材料结构的多期鲁棒拓扑优化
在复杂的工程环境中,结构所经历的动荷载持续时间是高度可变的。传统的拓扑优化方法通常只处理单个负载持续时间,存在很大的安全风险。针对纤维增强复合材料结构在多潜在持续时间动载荷作用下的设计问题,提出了一种多持续时间鲁棒拓扑优化方法。该方法在线弹性动力学假设下,采用时均位移场引导纤维取向更新,有效解决了动力响应过程中主应力方向的时变特性。为了捕捉结构在不同载荷持续时间下的形态变化,引入了形态弥散指数(MDI)。在MDI的指导下,选取具有代表性的子工期,通过对优化过程中各子工期的目标函数和灵敏度进行聚合,实现鲁棒拓扑优化。利用3D打印和数字图像相关技术对数值模拟框架进行了实验验证。基准测试案例表明,负载持续时间的变化对优化结果有显著影响。与单载荷持续时间优化设计相比,该方法将结构弹性应变能降低了29.98%至75.80%,同时保持了结构的稳定和高效。该方法对不同荷载持续时间具有较强的适应性,为动态荷载条件下FRCS的稳健设计提供了新的视角。
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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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