首页 | 本学科首页   官方微博 | 高级检索  
     检索      

高温下自密实混凝土强度和变形性能试验研究
引用本文:陶津,柳献,袁勇,Luc Taerwe.高温下自密实混凝土强度和变形性能试验研究[J].同济大学学报(自然科学版),2009,37(6).
作者姓名:陶津  柳献  袁勇  Luc Taerwe
作者单位:1. 同济大学,地下建筑与工程系,上海,2000922;东南大学,土木工程学院,南京,210096;比利时根特大学,Magnel混凝土实验室,根特,9052
2. 同济大学,岩土及地下工程教育部重点实验室,上海,200092
3. 比利时根特大学,Magnel混凝土实验室,根特,9052
基金项目:国家"十一五"科技支撑计划资助项目 
摘    要:进行了不同温度下自密实混凝土、掺加聚丙烯纤维的自密实混凝土、高强混凝土的抗压强度及应力-应变曲线的非持荷试验研究,分析了抗压强度、应力-应变关系随温度的发展变化规律,基于试验结果给出了相应的应力-应变曲线方程,并与普通混凝土、高强、高性能混凝土研究成果进行了对比分析.为高温下自密实混凝土本构模型的建立奠定了基础,也为自密实混凝土结构的设计和分析提供了试验依据.

关 键 词:自密实混凝土  高温  抗压强度  应力-应变关系

Experimental Investigation on Strength and Deformation of Self compacting Concrete at Elevated Temperature
TAO Jin,LIU Xian,YUAN Yong and Luc Taerwe.Experimental Investigation on Strength and Deformation of Self compacting Concrete at Elevated Temperature[J].Journal of Tongji University(Natural Science),2009,37(6).
Authors:TAO Jin  LIU Xian  YUAN Yong and Luc Taerwe
Institution:School of Civil Engineering,Tongji University, Shanghai 200092, China; School of Civil Engineering, Southeast University, Nanjing 210096, China;Magnel Laboratory for Concrete Research, Gent University, Gent 9052, Belgium;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China;Magnel Laboratory for Concrete Research, Gent University, Gent 9052, Belgium
Abstract:An unstressed test was made to study the compressive strength and stress strain curve properties of self compacting concrete (SCC), self compacting concrete with addition of polypropylene fiber (PPF), high strength concrete (HSC) under different temperatures.The relationship between compressive strength, stress strain curve and temperature of self compacting concrete was revealed.Stress strain curve function was obtained based on the experiment results, and compared with those of normal concrete (NC), high strength concrete, high performance concrete (HPC). The research results are helpful for for the establishment of constitutive model at high temperature and contributes to the design and analysis of self compacting concrete structure.
Keywords:self compacting concrete  high temperature  compressive strength  stress strain curve
本文献已被 万方数据 等数据库收录!
点击此处可从《同济大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《同济大学学报(自然科学版)》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号