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An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures

机译:高温下埋入固体平板中的剪切连接器的性能和设计的实验研究

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摘要

This paper presents an extensive experimental investigation carried out to evaluate the thermo-structural response of shear connectors embedded in solid slabs. For this purpose, seven push-out tests have been performed at different levels of temperature. Considering the limited experimental data available in the literature on the behaviour of shear connectors at elevated temperatures, these results are expected to provide useful benchmarldng measurements for the calibration and validation of numerical models. Comparisons between test data (also reported by other authors) and numerical predictions obtained applying European guidelines have been presented, which highlighted the adequacy of the EC4 design equation format and the fact that, when the stud resistance is governed by the concrete component for temperatures lower than 400 degrees C, further research needs to be carried out (because available push-out test results do not fall in this range) to better define the reference temperature for the concrete to be used in design. (C) 2014 Elsevier Ltd. All rights reserved.
机译:本文提出了一项广泛的实验研究,以评估嵌在实体板中的剪切连接器的热结构响应。为此目的,已经在不同的温度水平下进行了七个推出测试。考虑到文献中有关剪切连接器在高温下的行为的有限实验数据,这些结果有望为校准和验证数值模型提供有用的基准测试。现已进行了试验数据的比较(也由其他作者报道)与使用欧洲指南所获得的数值预测之间的比较,突出了EC4设计方程格式的充分性和以下事实:在较低温度下,当栓钉抗力由混凝土成分控制时,如果温度超过400摄氏度,则需要进行进一步的研究(因为可用的推出试验结果不在此范围内),以便更好地定义设计中使用的混凝土的参考温度。 (C)2014 Elsevier Ltd.保留所有权利。

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