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ANALYSIS OF TRANSFER PLATE STRUCTURES USING 3D COUPLING ELEMENT

机译:基于3D耦合单元的传递板结构分析。

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摘要

A transfer plate is a very thick and large solid concrete slab, which is placed between shear wall and column supports, with a heavy self weight and large amount of reinforcement. Transfer plates give architect and structural engineer a great flexibility in modifying the upper commercial and residential tower blocks and the supporting system underneath the transfer plate in the design process. The tower blocks, the transfer plate and the supporting system, which are meshed separately, have to be put together to form a finite element model for structural analysis. However, the merging of the load bearing walls and columns will be more challenging if tower blocks of arbitrary shapes and orientations are allowed to load on the transfer plate. In order to cope with the most general situation of arbitrary number, position, size and orientation of load bearing members on a transfer plate, the idea of coupling element is proposed. By means of a penalty integral, the coupling element ensures that load bearing members are in full contact with the transfer plate. As the integral can be evaluated based on a Gaussian point scheme, the node for node matching over the interface of two solid elements is not required. This effectively allows solid hexahedral meshes to be connected without mesh modification over the contact surface. Examples of transfer plate structure will be given to demonstrate the effectiveness of the coupling elements compared with results where no coupling element has been used.
机译:转移板是一块非常厚且大的实心混凝土板,它放置在剪力墙和柱支撑之间,具有很重的自重和大量的钢筋。在设计过程中,转接板为建筑师和结构工程师提供了极大的灵活性,可以在转接板下方修改上部的商业和住宅塔楼以及支撑系统。塔块,传递板和支撑系统分别分开啮合,必须放在一起以形成用于结构分析的有限元模型。但是,如果允许任意形状和方向的塔楼加载到转移板上,则承重墙和立柱的合并将更具挑战性。为了应对最常见的情况,即在转移板上的承重构件的数目,位置,尺寸和方向是任意的,提出了联接元件的想法。借助于摩擦积分,联接元件确保了承载构件与传递板完全接触。由于可以基于高斯点方案评估积分,因此不需要两个实体元素的界面上用于节点匹配的节点。这样可以有效地连接实体六面体网格,而无需在接触表面上进行网格修改。与没有使用耦合元件的结果相比,将给出转移板结构的示例以证明耦合元件的有效性。

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