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普通混凝土冻融循环后性能的试验研究
引用本文:商怀帅,宋玉普,覃丽坤.普通混凝土冻融循环后性能的试验研究[J].混凝土与水泥制品,2005(2):9-11.
作者姓名:商怀帅  宋玉普  覃丽坤
作者单位:大连理工大学海岸与近海工程国家重点实验室,116024
基金项目:辽宁省教委科研基金项目(2023901023)
摘    要:对经过0、25、50、75、100次冻融循环的普通混凝土,进行了实验研究:主要测定了单轴抗压强度及单轴抗拉强度、单轴压及单轴拉时的峰值应变、初始弹性模量与峰值变形模量、动弹性模量、质量损失及应力一应变关系等数据,并建立了简单的数学表达式。随后对试验结果进行了分析。可以为北方寒冷地区的水坝、港口水工建筑物、公路、桥梁等的设计、维修、维护及其寿命预测等提供试验及理论依据。

关 键 词:混凝土  冻融循环  力学性能
文章编号:1000-4637(2005)02-09-03

Experimental Study on Properties of Concrete after Freezing and Thawing Cycles
SHANG Huai-shuai,SONG Yu-pu,QIN Li-kun.Experimental Study on Properties of Concrete after Freezing and Thawing Cycles[J].China Concrete and Cement Products,2005(2):9-11.
Authors:SHANG Huai-shuai  SONG Yu-pu  QIN Li-kun
Abstract:The experimental study of plain concrete specimens suffering 0, 25, 50 ,75 and 100 cycles of freezing and thawing were carried out. The compressive strength and tensile strength , the initial elastic modulus, the secant modulus at the peak of stress, the dynamic modulus of elasticity, the weight loss and the stress-strain curve of concrete were measured. The testing rezults were discussed and the related regression formulas were established.
Keywords:Concrete  Freezing and thawing cycle  Mechanical property
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