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DESIGN OF BEAM-TO-COLUMN JOINTS IN STEEL STORAGE PALLET RACKS BY TESTING AND BY COMPONENT METHOD

机译:通过测试和分量法设计钢质存储托盘机架中的梁对柱接头

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Steel storage pallet racks are three-dimensional framed systems, similar to multi-storey building structures. Huge development of such structures observed nowadays is connected with rapid growth of storage space demand. To provide the easy accessibility to stored products, pallet racks are not braced in down-aisle direction, so their design model must be treated as semi-continuous sway frame. The only sources of stiffness required for down-aisle stability are stiffness of the connections between columns and beams, and stiffness of the base plate connections of columns. Connections between columns and beams should enable beams to be clipped into various position at column heights, which can be changed by user, so they are realised by means of different types of mechanical devices (tabs, hooks etc), without the need of using bolts and welds. Such joints have nonlinear M - Φ characteristic and they are semi-rigid in nature. Currently, there is a lack of theoretical approaches to determine strength, stiffness and rotation capacity of such connection allowing to model M - Φ curve, so the only way to obtain these properties is experimental testing. The first purpose of this paper is to present the procedures applied in such approach and present test results of beam-to-column joints in one of commercially available pallet rack. Connections of beams to internal columns (two beams joined to column) and connections of beams to external columns (one beam joined to column) for different types of beams were covered by tests. The paper presents joint moment-rotation characteristics as well as failure modes. Second aim of this paper is to present application of the component method to assess main joint properties, i.e. the moment resistance and initial stiffness of storage rack joints. Results obtained using developed model are compared with the test results. Level of accuracy reached from component method shows possibility of using this method in practical application.
机译:钢制仓储托盘架是三维框架系统,类似于多层建筑结构。如今观察到的这种结构的巨大发展与存储空间需求的快速增长有关。为了便于存放产品,托盘架没有沿向下通道支撑,因此必须将其设计模型视为半连续摆架。下通道稳定性所需的刚度的唯一来源是柱与梁之间的连接刚度,以及柱底板连接的刚度。立柱与横梁之间的连接应使横梁可以在立柱高度处固定到不同的位置,可以由用户更改,因此可以通过不同类型的机械设备(凸舌,吊钩等)实现,而无需使用螺栓和焊接。这种接头具有非线性M-Φ特性,并且本质上是半刚性的。当前,缺乏确定这种连接的强度,刚度和旋转能力的理论方法,无法对M-Φ曲线进行建模,因此获得这些特性的唯一方法是进行实验测试。本文的第一个目的是介绍在这种方法中应用的程序,并提供在市售的一个托盘架中的梁对柱连接的测试结果。测试覆盖了不同类型的梁到内部柱的连接(两个梁连接到柱)和梁到外部柱的连接(一个梁连接到柱)。本文介绍了关节力矩旋转特性以及失效模式。本文的第二个目的是介绍组件方法在评估主要关节性能即储物架关节的抗弯矩和初始刚度方面的应用。使用开发的模型获得的结果与测试结果进行比较。通过分量法达到的精度水平表明了在实际应用中使用此方法的可能性。

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