{"title":"Continuous Ultrasonic Assessment of Elastic Modulus of Cementitious Materials through Setting and Early Strength Gain","authors":"K. Subramaniam, Jaejun Lee","doi":"10.14359/56535","DOIUrl":null,"url":null,"abstract":"This paper presents an ultrasonic method for continuously assessing changes in the shear modulus of hydrating cementitious materials after casting, through setting and early strength gain. In the test method, reflected shear waves from the interface between the material of the form and the cementitious material are monitored. The test procedure for obtaining the ultrasonic test data and the inversion subroutines for assessing the shear modulus of the cementitious material at different stages of hydration are described. Results from a test program showing the response of ultrasonic signals of 1 MHz frequency reflected from the interface between the form and mortar are presented. A form made of polymethyl-methacrylate (PMMA), was used in the study. The observed experimental trends are explained considering reflection at the interface between two visco-elastic materials. It is shown that shear modulus can be determined immediately after casting and the increase in shear modulus can be sensitively monitored through setting and early strength gain. The shear modulus assessed at 1 MHz exhibits a five orders of magnitude increase in the first 24 hours after casting. The rate of increase in the shear modulus is the most rapid before initial set. The rate of modulus decreases steadily through final set and early strength gain. It is shown that there is a complete phase reversal in the reflected waves with time. The reversal corresponds in time with the final setting time determined using ASTM C 403 and it occurs when the shear modulus of the mortar is almost equal to the shear modulus of PMMA.","PeriodicalId":306683,"journal":{"name":"SP-259: Transition from Fluid to Solid: Re-Examining the Behavior of Concrete at Early Ages","volume":"8 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2009-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-259: Transition from Fluid to Solid: Re-Examining the Behavior of Concrete at Early Ages","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/56535","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
This paper presents an ultrasonic method for continuously assessing changes in the shear modulus of hydrating cementitious materials after casting, through setting and early strength gain. In the test method, reflected shear waves from the interface between the material of the form and the cementitious material are monitored. The test procedure for obtaining the ultrasonic test data and the inversion subroutines for assessing the shear modulus of the cementitious material at different stages of hydration are described. Results from a test program showing the response of ultrasonic signals of 1 MHz frequency reflected from the interface between the form and mortar are presented. A form made of polymethyl-methacrylate (PMMA), was used in the study. The observed experimental trends are explained considering reflection at the interface between two visco-elastic materials. It is shown that shear modulus can be determined immediately after casting and the increase in shear modulus can be sensitively monitored through setting and early strength gain. The shear modulus assessed at 1 MHz exhibits a five orders of magnitude increase in the first 24 hours after casting. The rate of increase in the shear modulus is the most rapid before initial set. The rate of modulus decreases steadily through final set and early strength gain. It is shown that there is a complete phase reversal in the reflected waves with time. The reversal corresponds in time with the final setting time determined using ASTM C 403 and it occurs when the shear modulus of the mortar is almost equal to the shear modulus of PMMA.
本文提出了一种通过凝固和早期强度增益连续评估水化胶凝材料浇注后剪切模量变化的超声方法。在测试方法中,监测了从形式材料和胶凝材料之间的界面反射的剪切波。介绍了超声试验数据获取的试验程序和水化不同阶段胶凝材料剪切模量的反演子程序。给出了一个测试程序的结果,显示了从形式和砂浆之间的界面反射的1 MHz频率的超声波信号的响应。研究中使用了一种由聚甲基丙烯酸甲酯(PMMA)制成的形式。考虑了粘弹性材料界面处的反射,对实验结果进行了解释。结果表明,剪切模量可以在浇注后立即确定,剪切模量的增加可以通过凝固和早期强度增加来灵敏地监测。在1mhz下的剪切模量在浇注后的24小时内增加了5个数量级。剪切模量在初始凝固前的增长速度最快。通过终凝和早期强度的增加,模数的速率逐渐降低。结果表明,随着时间的推移,反射波存在完全的相位反转。当砂浆的剪切模量与PMMA的剪切模量几乎相等时,这种逆转与ASTM C 403确定的最终凝结时间在时间上是一致的。