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Transmission of high strength concrete column loads through slabs

机译:高强度混凝土柱荷载通过平板传递

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Design and construction of reinforced concrete building often leads to the use of high strength concrete columns with intervening layers of normal strength concrete slabs. Past investigators have fund that under s ome circumstances the slab layer may singificantly decrease the load carrying capacity o f the column. This paper summarises past research and presents the latest developments in this area. Present guidelines for column-slab joints in AS3600 are shown to be unconservative in some instances when compared to overseas code requirements and the leatest research findings. Further study currently being undertaken at The University of Meloburne is outlined.
机译:钢筋混凝土建筑的设计和施工经常导致使用高强度混凝土柱,而普通强度混凝土板中间夹有中间层。过去的研究人员拥有的资金是,在某些情况下,平板层会显着降低柱子的承载能力。本文总结了过去的研究并提出了该领域的最新进展。与国外法规要求和最新研究结果相比,在某些情况下,AS3600中现行的柱-平板节点指南是不保守的。概述了Meloburne大学目前正在进行的进一步研究。

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