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首页> 外文期刊>Steel & Composite Structures: An International Journal >Non-uniform shrinkage in simply-supported composite steel-concrete slabs
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Non-uniform shrinkage in simply-supported composite steel-concrete slabs

机译:简支复合钢混凝土板的不均匀收缩

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摘要

This paper presents the results of four long-term experiments carried out to investigate the time-dependent behaviour of composite floor slabs with particular attention devoted to the development of non-uniform shrinkage through the slab thickness. This is produced by the presence of the steel deck which prevents moisture egress to occur from the underside of the slab. To observe the influence of different drying conditions on the development of shrinkage, the four 3.3 m long specimens consisted of two composite slabs cast on Stramit Condeck HP r steel deck and two reinforced concrete slabs, with the latter ones having both faces exposed for drying. During the long-term tests, the samples were maintained in a simply-supported configuration subjected to their own self-weight, creep and shrinkage for four months. Separate concrete samples were prepared and used to measure the development of shrinkage through the slab thickness over time for different drying conditions. A theoretical model was used to predict the time-dependent behaviour of the composite and reinforced concrete slabs. This approach was able to account for the occurrence of non-uniform shrinkage and comparisons between numerical results and experimental measurements showed good agreement. This work highlights the importance of considering the shrinkage gradient in predicting shrinkage deformations of composite slabs. Further comparisons with experimental results are required to properly validate the adequacy of the proposed approach for its use in routine design.
机译:本文介绍了四个长期实验的结果,以研究复合楼板的时变行为,特别注意通过楼板厚度产生不均匀收缩的现象。这是由于钢面板的存在而产生的,该钢面板可防止水分从板的下面散发。为了观察不同干燥条件对收缩发展的影响,四个3.3 m长的试样由在Stramit Condeck HP r钢甲板上浇铸的两个复合板和两个钢筋混凝土板组成,后者暴露出两面以进行干燥。在长期测试中,将样品保持在简单支撑的状态下,使其承受自重,蠕变和收缩四个月。制备了单独的混凝土样品,并用于测量在不同干燥条件下,随着时间的推移,整个板厚度的收缩率的发展情况。使用理论模型来预测复合材料和钢筋混凝土板的时变行为。这种方法能够解决不均匀收缩的发生,数值结果与实验测量值之间的比较显示出很好的一致性。这项工作凸显了在预测复合板收缩变形时考虑收缩梯度的重要性。需要与实验结果做进一步比较,以正确验证所提出方法在常规设计中的适用性。

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