首页> 外文期刊>International journal of steel structures >Effects of non-uniform shrinkage on the long-term behaviour of composite steel-concrete slabs
【24h】

Effects of non-uniform shrinkage on the long-term behaviour of composite steel-concrete slabs

机译:收缩不均匀对复合钢板混凝土板长期性能的影响

获取原文
获取原文并翻译 | 示例
           

摘要

This paper presents the results of a series of tests aimed at investigating the development of shrinkage gradient considering slab samples of different concrete thicknesses and exposed to different drying conditions. For this purpose, two types of solid concrete specimens and two types of composite specimens were considered. Stramit Condeck HPA (R) and PrimFormA (R) profiles were used for the profiled sheeting of the composite samples. A total of twelve specimens were prepared and monitored for a period of four months. The experimental data was then used to further validate a previously proposed theoretical model capable of incorporating the effects of non-uniform shrinkage inside a composite slab. A simplified approach was also proposed to account for the occurrence of non-uniform shrinkage in routine design.
机译:本文介绍了一系列测试的结果,这些测试旨在研究考虑不同混凝土厚度和暴露于不同干燥条件的平板样品时收缩梯度的发展。为此,考虑了两种类型的实心混凝土标本和两种类型的复合标本。 Stramit Condeck HPA(R)和PrimFormA(R)型材用于复合样品的型材。总共准备了十二个样本,并进行了四个月的监测。然后,将实验数据用于进一步验证先前提出的理论模型,该模型能够吸收复合板内部不均匀收缩的影响。还提出了一种简化的方法来解决常规设计中出现不均匀收缩的问题。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号