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高性能混凝土高温力学及热变形试验研究

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本文探究了高性能混凝土在高温环境下的宏观特征、力学性能以及热变形情况.采用对照试验的方法,分别使用素混凝土和掺入了聚丙烯纤维的高性能混凝土制作了试件,使用两种试件分别进行了高温试验、高温后的力学试验以及热应变试验.结果表明,随着试件温度的升高,素混凝土试件率先出现裂隙,最后完全剥落,而高性能混凝土试件出现裂隙的时间较晚,只有少许剥落;高性能混凝土的抗拉性能和弹性模量均优于素混凝土,在800 ℃高温下高性能混凝土试件的抗拉强度损失率为75.5%,弹性模量损失率为94.2%,均低于塑性混凝土试件;加热相同时间下,高性能混凝土的热应变值始终低于素混凝土.
Experimental Study on High Temperature Mechanics and Thermal Deformation of High Performance Concrete
This article explores the macroscopic characteristics,mechanical properties,and thermal defor-mation of high-performance concrete in high-temperature environments.Using a control experiment method,specimens were made using both plain concrete and high-performance concrete mixed with polypropylene fibers.High temperature tests,mechanical tests after high temperature,and thermal strain tests were conduct-ed using both types of specimens.The results showed that as the temperature of the specimens increased,the plain concrete specimens first appeared cracks and finally completely peeled off,while the high-performance concrete specimens appeared cracks later,with only a small amount of peeling off;The tensile performance and elastic modulus of high-performance concrete are better than those of plain concrete.At high tempera-tures of 800 ℃,the tensile strength loss rate of high-performance concrete specimens is 75.5%,and the e-lastic modulus loss rate is 94.2%,both lower than those of plastic concrete specimens;Under the same heat-ing time,the thermal strain value of high-performance concrete is always lower than that of plain concrete.

high-performance concretetensile strengththermal deformation testelastic moduluspolypropylene fibre

王金歌

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广东理工学院,广东肇庆

高性能混凝土 抗拉强度 热变形试验 弹性模量 聚丙烯纤维

广东省本科高等学校教学质量与教学改革工程建设项目(2021)

KCJJD202101

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(9)
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