Nonlinear Mechanics of Prestressed Stayed Columns

预应力斜拉柱的非线性力学

• 批准号: 2906622
• 金额: --
• 依托单位: Imperial College London
• 依托单位国家: 英国
• 项目类别: Studentship
• 财政年份: 2018
• 资助国家: 英国
• 起止时间: 2018 至 无数据
• 项目状态: 已结题
• 来源: https://gtr.ukri.org/projects?ref=studentship-2906622
• 关键词: Nonlinear; Mechanics; Prestressed; Stayed; Columns

Advancements in the fields of digital design and fabrication have facilitated the development of complex architectural concepts that are driving equally novel structural solutions for these to be realised. This scenario is exemplified in the design and fabrication of doubly-curved plates which are currently limited by the European design code for steel structures, which does not provide guidance for the structural design of curved plates. While recent studies considering the behaviour of cylindrically-curved plates (i.e. plates having a constant radius of curvature in one plane) under various load conditions have been published, there is very limited research considering the behaviour of doubly-curved plates under in-plane loading and this is the primary aim of this research project. The currently described problem will be tackled initially by deriving and investigating nonlinear analytical models of hyperbolic paraboloidal shaped plates, the objective being to provide an understanding of the mechanical behaviour of the doubly-curved plate to the loading and boundary conditions considered. These analytical models will be verified and validated against numerical models formulated using the Finite Element Method. This well-established methodology will provide confidence in the results of a parametric study, which will test the influence of additional parameters, such as the effects of initial geometric imperfections, plate thickness, plate aspect ratio and residual stresses from manufacturing, on the load-carrying capacity of the plates.The ultimate aim of this research project is to formulate design recommendations for doubly-curved plates under various loading conditions, in a manner that such recommendations can be implemented in future versions of the design codes for use by practising engineers.Research QuestionsWhat is the mechanical behaviour of doubly curved plates under various in plane loading conditions?How can engineers design for the failure modes to ensure safe and efficient performance of such structural forms?ApproachAnalytical models will be derived, using established energy principles that consider the hyperbolic paraboloid shaped plates under a variety of in plane loading and boundary conditions.The analytical models will be additionally verified and validated against numerical models formulated using the Finite Element Method.A parametric study that tests the influence of additional parameters, such as the effects of initial geometric imperfections, plate thickness, plate aspect ratio and residual stresses from manufacturing, on the load-carrying capacity of the plates.Identify correlations between the parameters explored and derive relationships that allow such considerations to be implemented into the design codes for use in industrial practiceComplex geometries are becoming more prevalent in engineering with advancements in both design and fabrication technologies. The safety and reliability of these structures require fundamental mechanical principles to understand the behaviour of such geometries under loads encountered in practice, which this research project aims to address.EPSRC Research areas: Engineering Design, Non-linear systems, Structural EngineeringEPSRC Priority areas: Engineering sciences, Lightweight systems, Structural integrity and materials behaviour

数字设计和制造领域的进步促进了复杂建筑概念的发展，这些概念正在推动同样新颖的结构解决方案的实现。这种情况在双曲板的设计和制造中得到了例证，目前欧洲钢结构设计规范对双曲板的设计和制造进行了限制，该规范没有为曲板的结构设计提供指导。虽然最近的研究，考虑在各种载荷条件下的圆柱形弯曲板（即板具有恒定的曲率半径在一个平面）的行为已经出版，有非常有限的研究，考虑在平面内加载下的双曲板的行为，这是本研究项目的主要目的。目前所描述的问题将首先通过推导和研究双曲抛物面形板的非线性分析模型来解决，其目的是提供对双曲板的载荷和边界条件的力学行为的理解。这些分析模型将根据使用有限元法制定的数值模型进行验证和确认。这种成熟的方法将为参数研究的结果提供信心，该研究将测试附加参数的影响，例如初始几何缺陷、板厚度、板纵横比和制造残余应力的影响，的承载能力。这项研究计划的最终目的，是为双-曲板在各种载荷条件下，在这样的建议，可以在未来版本的设计规范中实施，供执业engineers.Research使用双曲板在各种平面载荷条件下的力学行为是什么？工程师如何设计故障模式，以确保这种结构形式的安全和有效的性能？方法分析模型将使用已建立的能量原理推导，该原理考虑了双曲抛物面形板在各种面内载荷和边界条件下的情况。分析模型将与使用有限元法制定的数值模型进行额外的验证和确认。参数研究测试额外参数的影响，例如初始几何缺陷、板厚度、板的长宽比和制造残余应力，对板的承载能力。确定参数之间的相关性，探索和推导关系，使这些考虑因素被实施到设计规范中用于工业实践复杂的几何形状在工程中变得越来越普遍，在设计和制造技术的进步。这些结构的安全性和可靠性需要基本的力学原理来理解这些几何形状在实际载荷下的行为，这是本研究项目的目的。EPSRC研究领域：工程设计，非线性系统，结构工程EPSRC优先领域：工程科学，轻量化系统，结构完整性和材料行为