Modelling and simulating the extreme wind effect on structures

模拟和模拟极端风对结构的影响

• 批准号: RGPIN-2016-06776
• 负责人: Dragomirescu, Elena
• 金额: $ 1.97万
• 依托单位: University of Ottawa
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2016
• 资助国家: 加拿大
• 起止时间: 2016-01-01 至 2017-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=616509
• 关键词: Modelling; simulating; extreme; wind; effect

Over the past 20 years, more than 221 severe wind events were recorded yearly in Canada, and their effects on critical infrastructure have direct consequences on decreasing safety levels for populations in affected areas. Massive structures, such as long-span bridges, are considered more resilient to strong wind effects than high-rise buildings, towers, and electrical transmission lines; however the complexity of these structures implies higher vulnerability of their exposed structural elements such as bridge decks, towers and cables. The aerodynamic stability verification of each element of bridges, and of the entire bridge structure, became a standard criteria for the long-span bridges design process; however a global tendency of developing and implementing a new generation of twin and triple deck bridges, which have the outstanding advantage of extending the main spans dimensions to more than 2,000 m, is currently undertaken by several international research communities. The Canadian representation in this topic consists in the quadruple bridge deck prototype, proposed by the applicant, which was tested by conventional experimental methods, and proved to have better aerodynamic stability. However, for long-span bridges with complex deck configurations, to pass extreme winds safety criteria verification, novel and versatile tests and dynamic stability criteria must be diligently elaborated and carried out. The current research program aims at developing new experimental and analytical tools using the versatile Wind-induced Damage Simulator (WIDS) and by developing the integrated finite strip method (IFSM) for analyzing extreme aerodynamic responses of long-span bridges with complex (twin, triple and quadruple) deck configurations. The IFSM method represents a substitute for the well-known FE Method, which enables detailed modelling of material properties and complex geometries, and, more importantly, it allows for structure-wind interaction development. Because the application of the IFSM to aerodynamic responses of structures is a new research area, the analytical results will be validated using new techniques to simulate severe wind effects on scaled bridge elements such as bridge decks, cables, and towers. The WIDS Facility is able to reproduce the damage induced by extreme winds, and can recreate the ways in which structures experience effects of severe windstorms. The critical results obtained under extreme wind experimental conditions will serve as reference for developing the IFSM modules for the aerodynamic behaviour of the deck cables, and towers. At least six graduate students and three undergraduate students will be trained as part of the proposed research, enabling them to develop exceptional skills in designing and testing outstanding bridge structures.

在过去20年中，加拿大每年记录到221次以上的强风事件，其对关键基础设施的影响直接导致受影响地区人口的安全水平下降。大型结构，如大跨度桥梁，被认为比高层建筑、塔架和输电线路更能抵御强风的影响;然而，这些结构的复杂性意味着其暴露的结构元件，如桥面、塔架和电缆更容易受到破坏。桥梁每个构件以及整个桥梁结构的气动稳定性验证成为大跨度桥梁设计过程的标准准则;然而，开发和实施新一代双层和三层桥梁的全球趋势，具有将主跨尺寸扩展到2，000 m以上的突出优势，目前正在由多个国际研究团体进行。加拿大在这一专题中的代表是申请人提出的四层桥面原型，该原型已通过常规实验方法进行了测试，并证明具有更好的空气动力稳定性。然而，对于具有复杂桥面结构的大跨度桥梁，为了通过极端风安全标准验证，必须认真制定和执行新颖且通用的测试和动态稳定性标准。 目前的研究计划旨在开发新的实验和分析工具，使用多功能的风致损伤模拟器（WIDS），并通过开发集成有限条法（IFSM）来分析具有复杂（双，三，四）甲板配置的大跨度桥梁的极端空气动力响应。IFSM方法代表了众所周知的FE方法的替代品，该方法可以对材料特性和复杂几何形状进行详细建模，更重要的是，它允许结构-风相互作用的发展。 由于IFSM的应用，结构的气动响应是一个新的研究领域，分析结果将使用新的技术来验证模拟严重的风效应的缩放桥梁元件，如桥面，电缆和塔。WIDS设施能够再现极端风引起的破坏，并可以重现结构物遭受严重风暴影响的方式。在极端风实验条件下获得的临界结果将作为参考，用于开发甲板缆索和塔架的空气动力学行为的IFSM模块。 作为拟议研究的一部分，至少有六名研究生和三名本科生将接受培训，使他们能够在设计和测试优秀桥梁结构方面发展特殊技能。