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Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage

机译:高性价比的高性能混凝土:收缩试验分析

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摘要

This paper focuses on the experimental determination of the shrinkage process in Self-Compacting High-Performance Concrete (SCC HPC) exposed to dry air and autogenous conditions. Special molds with dimensions of 100 mm × 60 mm × 1000 mm and 50 mm × 50 mm × 300 mm equipped with one movable head are used for the measurement. The main aim of this study is to compare the shrinkage curves of SCC HPC, which were obtained by using different measurement devices and for specimens of different sizes. In addition, two different times t0 are considered for the data evaluation to investigate the influence of this factor on the absolute value of shrinkage. In the first case, t0 is the time of the start of measurement, in the second case, t0 is the setting time. The early-shrinkage (48 h) is continuously measured using inductive sensors leant against the movable head and with strain gauges embedded inside the test specimen. To monitor the long term shrinkage, the specimens are equipped with special markers, embedded into the specimens’ upper surface or ends. These markers serve as measurement bases for the measurement using mechanical strain gauges. The test specimens are demolded after 48 h and the long term shrinkage is monitored using the embedded strain gauges (inside the specimens) and mechanical strain gauges that are placed, in regular intervals, onto the markers embedded into the specimens’ surface or ends. The results show that both types of measurement equipment give a similar result in the case of early age measurement, especially for the specimens cured under autogenous conditions. However, the early age and especially long term measurement are influenced by the position of the measurement sensors, particularly in the case of specimens cured under dry air conditions. It was proven that the time t0 have a fundamental influence on the final values of the shrinkage of investigated SCC HPC and have a significant impact on the conclusions on the size effect.
机译:本文重点研究暴露于干燥空气和自生条件下的自密实高性能混凝土(SCC HPC)的收缩过程的实验确定。测量时使用尺寸为100 mm×60 mm×1000 mm和50 mm×50 mm×300 mm并带有一个可移动头的特殊模具。这项研究的主要目的是比较SCC HPC的收缩曲线,这些收缩曲线是通过使用不同的测量设备和不同尺寸的样品获得的。另外,考虑两个不同的时间t0进行数据评估,以研究该因素对收缩率绝对值的影响。在第一种情况下,t0是开始测量的时间,在第二种情况下,t0是设置时间。使用倚靠在可移动头上的感应式传感器以及嵌入在试样内部的应变仪,连续测量早期收缩(48小时)。为了监测长期收缩,样品配有专用标记,嵌入在样品的上表面或两端。这些标记用作使用机械应变仪进行测量的测量基础。 48小时后将试样脱模,并使用嵌入式应变仪(在试样内部)和机械应变仪监控长期收缩,机械应变仪以固定的间隔放置在嵌入试样表面或末端的标记上。结果表明,在早期测量的情况下,两种类型的测量设备都能得出相似的结果,尤其是对于在自生条件下固化的样品而言。但是,测量传感器的位置会影响早期测量,尤其是长期测量,尤其是在干燥空气条件下固化的样品的情况下。事实证明,时间t0对所研究的SCC HPC收缩率的最终值具有根本影响,并且对尺寸效应的结论也具有重要影响。

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