Jianshu Wang , Shouzheng Sun , Xudong Ran , Tianrong Huang , Hongya Fu , Zhenyu Han , Shuhai Huang , Peng Zhang
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引用次数: 0
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.
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.