高温消防喷水冷却后混凝土应力-应变本构方程及剩余强度评估

周星宇; 周济; 陈宗平

doi:10.13204/j.gyjzG21042709

高温消防喷水冷却后混凝土应力-应变本构方程及剩余强度评估

doi: 10.13204/j.gyjzG21042709

周星宇¹,
周济¹,
陈宗平^1,2, ,

1. 广西大学土木建筑工程学院, 南宁 530004;
2. 广西大学工程防灾与结构安全教育部重点实验室, 南宁 530004

基金项目:

国家自然科学基金项目（51578163）；广西科技基地与人才专项项目（桂科AD21075031）；广西八桂学者专项研究项目（[2019]79号）；中央引导地方科技发展资金专项（桂科ZYZ1195010）；广西重点研发计划项目（桂科AB21220012）。

详细信息

作者简介:
周星宇,男,1997年出生。

通讯作者:
陈宗平,男,1975年出生,博士,教授,zpchen@gxu.edu.cn。

计量
- 文章访问数: 78
- HTML全文浏览量: 11
- PDF下载量: 1
- 被引次数: 0
出版历程
- 收稿日期: 2021-04-27
- 网络出版日期: 2022-04-24

Stress-strain Constitutive Relation and Residual Strength Evaluation of Concrete After Being Subjected to High Temperatures and Spray Cooling

1. School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China;
2. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning 530004, China

摘要

摘要: 为了更深入地揭示高温消防喷水冷却后骨料差异对混凝土轴压性能的影响，制作了普通混凝土、高强混凝土、再生混凝土标准棱柱体试件，进行不同高温喷水冷却后的单轴压缩试验，获取了试件的应力-应变全曲线方程，对比分析了高温喷水冷却对3种混凝土试件的峰值应力、峰值应变、弹性模量等力学性能指标的影响规律差异及损伤过程。结果表明：高温喷水冷却后高强混凝土表面裂缝发展较早且较快；温度升高时，再生混凝土应力-应变曲线峰值点右移最明显，高强混凝土曲线峰值点降低最小；随着温度的升高，普通混凝土的峰值应力下降最明显，再生混凝土的峰值应变上升较大；高温喷水冷却后高强混凝土弹性模量下降最少；随着温度的升高，再生混凝土的损伤发展差异最显著且耗能量下降最少。基于试验数据，提出了不同高温喷水冷却后的不同类型混凝土单轴应力-应变本构方程及剩余强度评估计算式，其拟合效果较好。
- 高温喷水冷却 /
- 混凝土 /
- 本构方程 /
- 剩余强度评估
Abstract: In order to further reveal the influence of aggregate type on the performance of concrete under axial compression after being subjected to high temperatures and spray cooling, uniaxial compressive strength tests of concrete after being subjected to different fire temperatures and spray cooling were carried out on standard prismatic specimens of ordinary concrete, high-strength concrete, and recycled aggregate concrete. The stress-strain curves during the whole axial compression process were obtained. The effects on the peak stress, peak strain, elastic modulus of three kinds of concrete specimens and their damage process after being subjected to high temperatures and spray cooling were compared and analyzed. The test results showed that:after being subjected to high temperatures and spray cooling, the cracks of high strength concrete surface developed earlier and faster; the peak point of recycled aggregate concrete curve moved to the right most obviously as temperature increased, and the peak point of high strength concrete curve decreased the least; with the increase of temperature, the peak stress of ordinary concrete decreased most obviously, the peak strain of recycled aggregate concrete increased the most; the elastic modulus of high-strength concrete decreased least after being subjected to high temperatures and spray cooling. With the increase of temperature, the difference of damage development of recycled aggregate concrete was the most significant, while the energy consumption was the lowest. Based on the test results, the strength evaluation formulas and uniaxial stress-strain constitutive equation of different concrete after being subjected to different fire temperatures and spray cooling were put forward, and the calculated values were in good agreement with the actual values.
- high temperature and spray cooling /
- concrete /
- constitutive equation /
- evaluation of residual strength

HTML全文

参考文献(15)

[1]	金浏,张仁波,杜修力,等.温度对混凝土结构力学性能影响的研究进展[J].土木工程学报,2021,54(3):1-18.
[2]	LIYA P P, HAJILOO H, ROMAGNOSI S, et al. The compressive behaviour of natural and recycled aggregate concrete during and after exposure to elevated temperatures[J]. Journal of Building Engineering, 2021, 38.DOI: 10.1016/j.jobe.2021.102214.
[3]	高丹盈,赵亮平,陈刚.高温中纤维纳米混凝土单轴受压应力-应变关系[J].土木工程学报,2017,50(9):46-58.
[4]	翟越,艾晓芹,邓子辰,等.受火温度和冷却方式对混凝土抗压强度影响[J].湖南大学学报(自然科学版),2014,41(11):74-80.
[5]	资伟,余志武,匡亚川,等.受火温度和时间对喷水冷却后混凝土剩余抗压强度的影响[J].中南大学学报(自然科学版),2013,44(4):1545-1550.
[6]	陈宗平,戴上秦,王成.高温后消防喷水再生混凝土残余抗压强度试验研究[J].混凝土,2021(2):20-24.
[7]	柯晓军,杨春辉,苏益声,等.冷却方式对高温后再生混凝土力学性能的影响[J].建筑材料学报,2017,20(5):794-800.
[8]	陈宗平,廖浩宇,周济,等.回弹法检测高温喷水冷却后高强混凝土抗压强度试验研究[J].消防科学与技术,2020,39(12):1657-1662.
[9]	KIM G Y, CHOE G C, KANG Y W, et al. Mechanical properties of concrete depending on cooling conditions after high temperature heating[J]. Journal of Advanced Concrece Technology, 2014, 12(3):82-90.
[10]	梁爱莉,张倩茜,袁广林,等.混凝土高温后抗压强度的影响因素研究[J].煤炭学报,2010,35(12):2049-2052.
[11]	贾福萍,吕恒林,崔艳莉,等.不同冷却方式对高温后混凝土性能退化研究[J].中国矿业大学学报,2009,38(1):25-29.
[12]	赵东拂,高海静,贾朋贺,等.高强混凝土经不同高温历程后性能劣化研究[J].振动与冲击,2018,37(4):240-248.
[13]	南建林,过镇海,时旭东.混凝土的温度-应力耦合本构关系[J].清华大学学报(自然科学版),1997(6):89-92.
[14]	白卫峰,韩浩田,管俊峰,等.考虑高温劣化效应的混凝土统计损伤本构模型研究[J].应用基础与工程科学学报,2020,28(6):1397-1409.
[15]	过镇海, 时旭东. 钢筋混凝土的高温性能及其计算[M].北京:清华大学出版社, 2003.