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冻融循环对混凝土力学性能的影响
引用本文:覃丽坤,宋玉普,陈浩然,张众,于长江.冻融循环对混凝土力学性能的影响[J].岩石力学与工程学报,2005,24(A01):5048-5053.
作者姓名:覃丽坤  宋玉普  陈浩然  张众  于长江
作者单位:[1]大连大学土建系,辽宁大连116622 [2]大连理工大学海岸和近海工程国家重点实验室,辽宁大连116024 [3]大连理工大学工业装备结构分析国家重点实验室,辽宁大连116024
基金项目:国家自然科学基金资助项目(50479059);中国博士后科学基金资助项目(2004036388)
摘    要:采用快速冻融试验方法,对普通混凝土及3.5%NaCl溶液中浸泡后的混凝土试件分别进行0,25,50,75,100次冻融循环试验,并采用大型混凝土静、动三轴试验系统,检测了冻融循环对混凝土抗压强度、弹性模量及应力-应变关系的影响,建立了简明的数学表达式。利用电子显微镜观察混凝土承受不同冻融循环次数后的微观结构,发现冻融循环次数越大,水泥浆的裂缝越多:不同配比的混凝土受冻融循环的影响也不同,水灰比大的混凝土受冻融循环影响大于水灰比小的混凝土。

关 键 词:混凝土  冻融循环  氯化钠溶液  力学性能  微观结构
文章编号:1000-6915(2005)增1-5048-06
收稿时间:2004-10-21
修稿时间:2004-10-212004-11-15

INFLUENCE OF FREEZING AND THAWING CYCLE ON MECHANICAL PROPERTIES OF CONCRETE
QIN Li-kun, SONG Yu-pu, CHEN Hao-ran, ZHANG Zhong, YU Chang-jiang.INFLUENCE OF FREEZING AND THAWING CYCLE ON MECHANICAL PROPERTIES OF CONCRETE[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(A01):5048-5053.
Authors:QIN Li-kun  SONG Yu-pu  CHEN Hao-ran  ZHANG Zhong  YU Chang-jiang
Affiliation:1. Department of Civil Engineering , Dalian University, Dalian 116622, China; 2. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 3.State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116024, China
Abstract:The common concrete and the concrete dipped in 3.5% sodium chloride solution imitating seawater are subjected to freezing and thawing tests of 0, 25, 50, 75 and 100 times, respectively. The effects of the freezing and thawing cycles on compressive strength, module of elasticity and stress-strain relation of concrete are investigated and the relevant simple formulae are established. A research on microstructure of concrete under various freezing and thawing cycles proved that with the increase of cycles, there will be more cracks in cement slurry, and concretes of various water ratios are affected differently by freezing and thawing cycles.
Keywords:concrete  freezing and thawing cycle  sodium chloride solution  mechanical property  microstructure
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