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Form Finding of Shell Bridges Using the Pneumatic Forming of Hardened Concrete Construction Principle

机译:利用硬化混凝土的气动成型法确定壳桥的形态。

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Concrete shells are fascinating structures. Even thin shells can span over large areas without requiring any columns. If a form-defining load case exists, the shape of the shell can be designed to ensure that the forces in the structure are transferred primarily by the membrane action, which leads to an even distribution of the stresses across the shell surface. Concrete as a material, characterized by high compressive strength and low tensile strength, can be used with a very high degree of utilization. A fundamental problem with building concrete shells is the high effort required for the production of the complicated formwork. A new construction principle called Pneumatic Forming of Hardened Concrete (PFHC) was invented at TU Wien and requires no traditional formwork or falsework during the construction process. An air cushion is used to lift a flat hardened concrete plate, and at the same time, additional post-tensioning cables are tightened to support the transformation of the flat plate into a double-curved shell. One possible application of PFHC is the construction of shell bridges. Here, the shape of the shell has to be designed according to the acting loads and the boundary conditions of the construction method. This paper describes the partly conflicting factors involved in the form-finding process for practical application and the semiautomated workflow for optimizing the geometry of shell bridges. In the first optimization step, the final bridge shape is determined using a particle-spring system or alternatively a thrust-network approach. In the second optimization step, the shell is completed to form a full dome—this is called the reference geometry and is required for the new construction method. Finally, the reference geometry is discretized into single-curved panels by using a mesh-based optimization framework. To frame the presented work, an overview of different experimental and computer-aided form-finding methods is given.
机译:混凝土壳是迷人的结构。即使是薄壳也可以跨越大面积而无需任何圆柱。如果存在确定形状的载荷工况,则可以将壳体的形状设计为确保结构中的力主要通过膜作用传递,这将导致应力在壳体表面的均匀分布。以高抗压强度和低抗拉强度为特征的混凝土材料可以以很高的利用率来使用。建造混凝土壳的基本问题是生产复杂模板需要付出大量努力。维也纳工业大学发明了一种称为“硬化混凝土气动成型”(PFHC)的新施工原理,在施工过程中不需要传统的模板或脚手架。气垫用于举起平坦的硬化混凝土板,同时,还拧紧了额外的后张拉线,以支持将平板转变为双弯曲的壳体。 PFHC的一种可能应用是建造壳桥。在此,壳体的形状必须根据作用载荷和构造方法的边界条件来设计。本文描述了实际应用中的找形过程中涉及的部分冲突因素,以及优化壳桥几何形状的半自动化工作流程。在第一个优化步骤中,使用粒子弹簧系统或推力网络方法确定最终的桥梁形状。在第二个优化步骤中,完成壳体以形成完整的圆顶-这称为参考几何形状,并且是新构造方法所必需的。最后,通过使用基于网格的优化框架,将参考几何体离散为单曲线面板。为了构架提出的工作,给出了不同的实验和计算机辅助的找形方法的概述。

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