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首页> 外文期刊>Journal of Engineering Mechanics >Real-Time Aerodynamics Hybrid Simulation: A Novel Wind-Tunnel Model for Flexible Bridges
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Real-Time Aerodynamics Hybrid Simulation: A Novel Wind-Tunnel Model for Flexible Bridges

机译:实时空气动力学混合模拟:一种柔性桥梁的新型风洞模型

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摘要

Despite rapid development in computational fluid dynamics, semiempirical analyses based on parameters identified from spring-mounted sectional models are still widely used to examine wind-induced effects on bridges. In addition, wind tunnel results from full-bridge aeroelastic models, viewed as the most comprehensive representations, are typically a final check for wind design of long-span cable-supported bridges. There are several well-known limitations associated with conventional wind tunnel testing of both sectional and full-bridge models. For example, structural nonlinearities and large deformations are difficult to simulate in sectional models, and only a limited number of modes can be accurately simulated in full-bridge aeroelastic models. To advance aeroelastic modeling of flexible bridges in the wind tunnel, a slightly different version of the real-time hybrid simulation (RTHS) techniques, frequently used in various branches of engineering, is developed here. Specifically, the skeleton of the sectional or full-bridge model, characterizing the dynamic properties (e.g., mass, damping, and stiffness of the structure), is numerically simulated using computational structural dynamics, while its skin, characterizing the aerodynamic and aeroelastic properties, is physically modeled in the wind tunnel. Aerodynamic inputs (gusts) are applied directly on the skin in the wind tunnel, while aeroelastic inputs (motions) are represented by the simulation outputs of the bridge skeleton. On the other hand, the dynamic inputs to the bridge skeleton are acquired from the measured forces (and moments) on the bridge skin. The interactions between the skeleton and skin of the bridge are accomplished through a system consisting of sensors, a network of electromagnetic actuators, and controllers. The time history of the wind-induced bridge responses can be obtained at the end of the proposed real-time aerodynamics hybrid simulation (RTAHS). The feasibility of the RTAHS methodolog
机译:尽管在计算流体动力学方面快速发展,但基于弹簧截面型号鉴定的参数的半透明分析仍然被广泛用于检查对桥梁的风力诱导的影响。此外,作为最全面的表示,全桥空气弹性模型的风洞导致是最全面的表示,通常是用于长跨度电缆支撑的桥梁风设计的最终检查。与截面和全桥梁模型的传统风洞测试有几种众所周知的局限性。例如,结构非线性和大变形难以在截面模型中模拟,并且只能在全桥空气弹性模型中准确地模拟有限数量的模式。为了提高风洞柔性桥梁的空气弹性型材,在此开发了在工程中各个分支中使用的实时混合模拟(第RTHS)技术的略微不同的版本。具体地,使用计算结构动态进行数值模拟截面或全桥模型的骨骼或全桥模型的骨架,其表征动态性质(例如,质量,阻尼和结构的刚度),其皮肤表征空气动力学和空气弹性特性,在风洞中进行了物理建模。空气动力学输入(阵风)直接施加在风洞的皮肤上,而空气弹性输入(运动)由桥骨架的仿真输出表示。另一方面,从桥接皮肤上的测量力(和时刻)获取到桥梁骨架的动态输入。桥梁之间的相互作用通过由传感器,电磁致动器网络和控制器组成的系统来完成。风引起的桥响应的时间历史可以在所提出的实时空气动力学混合模拟(RTAH)结束时获得。 RTAHS方法的可行性

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