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高温下C65混凝土力学性能试验研究
引用本文:覃丽坤,刘伟兵,宋宏伟.高温下C65混凝土力学性能试验研究[J].大连民族学院学报,2018,20(1):52-55.
作者姓名:覃丽坤  刘伟兵  宋宏伟
作者单位:大连民族大学 土木工程学院,辽宁 大连 116650
基金项目:辽宁省自然科学基金项目(2015020621);中央高校基本科研业务费专项资金资助项目(DC201502040202,DC201502040401)
摘    要:为研究高强混凝土的抗高温性能,研究了C65混凝土在高温下的力学性能,利用高温下混凝土加载试验设备,对C65混凝土分别进行了常温20 ℃、300 ℃、400 ℃、500 ℃、600 ℃、800 ℃高温试验,并对各温度下的高强混凝土进行了单轴压力学性能试验。分析了高温后混凝土外观特征,测得了高温下混凝土的单轴抗压强度,系统地分析了高温对高强混凝土力学性能的影响。结论表明:随温度的提高,高强混凝土的单轴抗压强度总体呈逐渐降低的趋势,并具有一定规律性。这些结论可以为高强混凝土结构抗火性能的研究提供理论依据。

关 键 词:高温下  高强混凝土  力学性能  试验研究  

Experimental Study on Mechanical Property of C65 Concrete at High Temperature
QIN Li-kun,LIU Wei-bing,SONG Hong-wei.Experimental Study on Mechanical Property of C65 Concrete at High Temperature[J].Journal of Dalian Nationalities University,2018,20(1):52-55.
Authors:QIN Li-kun  LIU Wei-bing  SONG Hong-wei
Institution:School of Civil Engineering, Dalian Minzu University, Dalian Liaoning 116605, China
Abstract:In order to study the high temperature resistance of the high-strength concrete, the research studied the mechanical property of the C65 concrete with high temperature through the concrete loading equipment. The C65 concrete was tested under the temperature of 20℃, 300℃, 400℃, 500℃, 600℃, and 800℃, and the uniaxial compressive performance under these temperatures was experimented respectively. The study analyzed the appearance characteristics after the high temperature test; the uniaxial compressive strength was test at the same time. Finally the analysis of high temperature influence on the mechanical property was displayed. The conclusion shows that with temperature increasing, the uniaxial compressive performance of the high-strength concrete decreases overall, and it has certain regularity. This conclusion provides scientific basis for the study on the high temperature resistance performance of the high-strength concrete.
Keywords:at high temperature  high-strength concrete  mechanical property  experimental study  
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