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A Study of Properties of Creep in Concrete at Early Ages

早期混凝土徐变特性的研究

基本信息

批准号：
04650422
负责人：
UMEHARA Hidetaka
金额：
$ 1.28万
依托单位：
Nagoya Institute of Technology
依托单位国家：
日本
项目类别：
Grant-in-Aid for General Scientific Research (C)
财政年份：
1992
资助国家：
日本
起止时间：
1992 至 1993
项目状态：
已结题

来源：
https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-04650422/
关键词：
Creep Thermal Stress Mass Concrete Early Ages Compensation Plane Method

项目摘要

Creep in concrete at early ages seems to be one of the most important physical properties affected to thermal stress. But, there are few data of creep strain measured in concrete at early ages.In this study creep tests of concrete at early ages are conducted using two kinds of equipments ; one for compressive creep and the other for tensile creep. The lever system is used for these equipments, and temperature and humidity of a concrete specimen can be controled. The rate of stress, period of loading and temperature are selected for parameters of creep tests.The equation to calculate creep strain is derived from the testing results using viscoelastic rheology model, and adopted to the analytical method for calculating thermal stress. Furthermore, the thermal stress analysis considering creep effect is applied to the reinforced concrete box culvert in which thermal stresses are measured, and creep model is examined with comparing analytical results of thermal stress to measured results.The results gained in this study are summarized as the followings ;1. It is clear that the higher the temperature rises, compressive creep as well as tensile creep become larger and the shorter the period of compressive loading and the higher the compressive stress at that time are, the tensile creep strain become larger.2. It is clear that as the structural formula for creep of concrete at early ages the 4-element model conforms the best with the test results on the compression side and the 5 element model does the same on the tension side.3. As the result of the thermal stress analysis made on the box culvert using the effective modulus of elasticity obtained from the structural formula for creep, the values gained by the analysis conform with those actually measured. From these facts, good prospect is gained for estimation of the thermal stress by applying the creep model constructed in this study.

混凝土的早期徐变是受温度应力影响最重要的物理性质之一。但是，混凝土早期徐变应变的实测数据很少，本研究采用两种不同的徐变试验设备，一种用于压缩徐变，另一种用于拉伸徐变，进行了混凝土早期徐变试验。这些设备采用杠杆系统，可以控制混凝土试件的温度和湿度。选取应力速率、加载周期和温度作为蠕变试验参数，利用粘弹性流变模型，根据试验结果推导出蠕变应变的计算公式，并采用解析法计算温度应力。在此基础上，对钢筋混凝土箱涵进行了考虑徐变效应的温度应力分析，并进行了温度应力实测，通过温度应力分析结果与实测结果的对比，对徐变模型进行了验证。可见，温度升高，压缩蠕变和拉伸蠕变都变大，压缩加载时间越短，此时的压应力越高，拉伸蠕变应变越大.可以看出，作为混凝土早龄期徐变的结构公式，在受压侧，四单元模型与试验结果吻合最好，在受拉侧，五单元模型与试验结果吻合最好.利用徐变结构公式得到的有效弹性模量对箱涵进行温度应力分析，结果表明，分析结果与实测值吻合较好。由此可见，本文所建立的蠕变模型在温度应力估算中具有良好的前景。