EXPERIMENTAL STUDY ON COMPRESSIVE STRENGTH OF THE FIBER REINFORCED CONCRETE WITH SLAG POWDER AFTER THE ACTION OF HIGH TEMPERATURE

Yang Shuhui; Gao Danying; Zhao Jun

doi:10.13204/j.gyjz201101024

Volume 41 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(1): 101-104,119

FAN Xinyu, SHAO Yongjian, HANG Ziyan, WANG Guozuo. EXPERIMENT STUDY ON FLEXURAL AND TORSION PROPERTIES OF STEEL REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 90-97. doi: 10.13204/j.gyjzG20020102

Citation:

Yang Shuhui, Gao Danying, Zhao Jun. EXPERIMENTAL STUDY ON COMPRESSIVE STRENGTH OF THE FIBER REINFORCED CONCRETE WITH SLAG POWDER AFTER THE ACTION OF HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 101-104,119. doi: 10.13204/j.gyjz201101024

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON COMPRESSIVE STRENGTH OF THE FIBER REINFORCED CONCRETE WITH SLAG POWDER AFTER THE ACTION OF HIGH TEMPERATURE

doi: 10.13204/j.gyjz201101024

1.
Zhengzhou University,Zhengzhou 450002,China

Received Date: 2009-10-12
Publish Date: 2011-01-20

Abstract

Abstract

Through the compressive experiments on the cubic and prismatic specimens respectively,the influences of temperature,slag powder content,steel fiber volume ratio,polypropylene fiber content and concrete strength grade on compressive strength after high temperature were analyzed.The results show that the cubic and prismatic compressive strength of the fiber reinforced concrete with slag powder reduces along with the rising of temperature,and the cube compressive strength is close to the axial compressive strength gradually.Furthermore,the cubic and prismatic compressive strength of fiber reinforced concrete with slag powder increases with the increasing of slag powder content,steel fiber volume ratio and polypropylene fiber content after the action of high temperature;but the rates of increase are not different.
- high temperature,
- slag powder,
- fiber reinforced concrete,
- compressive strength

FullText(HTML)

References(8)

References

[2] CECS 13∶89钢纤维混凝土试验方法[S].

蒋家奋.矿渣微粉在水泥混凝土中应用的概述[J].混凝土与水泥制品, 2002(3):3－6.

[3] 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.

[4] 王平, 肖建庄, 陈瑞生, 等.聚丙烯纤维对高性能混凝土高温后力学性能的影响试验研究[J].工业建筑, 2005, 35(11):67－69, 77.

[5] 高丹盈, 刘建秀.钢纤维混凝土基本理论[M].北京:科学技术文献出版社, 1994.

[6] 胡海涛, 董毓利, 刘伊琳.高强混凝土在高温中和高温后的抗压强度试验研究[J].混凝土与水泥制品, 2004(1):18－20.

[7] 李宁波, 时旭东, 肖明辉.高温后混凝土受压强度衰减性能试验研究[J].建筑科学, 2007, 23(9):58－61, 30.

[8] 赵军, 高丹盈, 王邦.高温后钢纤维高强混凝土力学性能试验[J].混凝土, 2006(11):4－6.

Relative Articles

[1]	LIU Zhaowei, GUO Xingxing, HAN Yanqing, LIU Qianqian, WU Ning, LIU Chaofeng. Prediction of Residual Flexural Capacity of Reinforced Concrete Beams After Fire[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 221-225. doi: 10.13204/gyjzG22120508
[2]	LUO Peiyun, LEI Yongwang, ZHU Binrong, ZHAO Weiping. EXPERIMENTAL RESEARCH ON INTERFACE BOND PERFORMANCES BETWEEN LSAW STEEL PIPES AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 77-84. doi: 10.13204/j.gyjzG20052008
[3]	DENG Jun, HUANG Haifan, XIE Yan, CHEN Jianhua. RESEARCH ON BONDING PERFORMANCE BETWEEN REBAR AND POLYMER CEMENT MORTAR AFTER BEING SUBJECTED TO HIGH TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 51-55,62. doi: 10.13204/j.gyjzG20102907
[4]	XUE Gang, ZHOU Haifeng, LIU Xiaowu, ZHANG Yue. EXPERIMENTAL STUDY ON BOND PROPERTIES BETWEEN RUBBER CONCRETE AND REBARS IN THE FREEZE-THAW ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 107-112. doi: 10.13204/j.gyjzG19120306
[5]	WANG Yanlei, WANG Mifeng, ZHANG Xue, XU Qingfeng. EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF GFRP BARS IN BFRP-CONFINED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 160-166. doi: 10.13204/j.gyjz202003028
[6]	MOU Yanling, JIA Bin, CHEN Baifan, HUANG Hui, LU Yonggang. EXPERIMENTAL STUDY OF SHEAR PERFORMANCE OF CFRP REINFORCED CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 160-165. doi: 10.13204/j.gyjzG19122806
[7]	CHEN Zongping, ZHOU Ji. COMPARATIVE ANALYSIS ON INTERFACE BOND PERFORMANCE OF HIGH-STRENGTH CONCRETE FILLED SQUARE OR CIRCULAR STEEL TUBE AFTER BEING SUBJECTED TO ELEVATED-TEMPERATURES AND SPRAY COOLING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 145-152. doi: 10.13204/j.gyjzG19121302
[8]	WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
[9]	WU Lei, YANG Wei, SUN Yuan, KANG Qiang, WAN Zhiming. EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 32-38,132. doi: 10.13204/j.gyjzG20011603
[10]	Xie Jian, Han Xiaodan, Pei Jiaming, Lei Guangcheng. EXPERIMENTAL STUDY OF MECHANICAL PROPERTIES OF REINFORCING STEELS AT CRYOGENIC TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 126-129. doi: 10.13204/j.gyjz201501025
[11]	Zheng Yuzhou, Yang Xing, Wang Wenwei, Zhang Yongkang. BOND BEHAVIOR TEST AND BOND-SLIP CONSTITUTIVE RELATION BETWEEN FRP REBAＲS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 1-6. doi: 10.13204/j.gyjz201506001
[12]	Zhang Jianwen, Cao Shuangyin. BOND-SLIP BEHAVIOR OF SPECIMENS WITH SHORT BAR WELDING ON THE STEEL FLANGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 108-111. doi: 10.13204/j.gyjz201301024
[13]	Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
[14]	Zhang Yu, Yang Yongxin, Guan Zengwei. LITERATURE REVIEW OF BOND BEHAVIOR BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 33-36,32. doi: 10.13204/j.gyjz201110008
[15]	Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022
[16]	Zhang Ren-yu. ELECTROMAGNETIC TESTING TECHNOLOGY OF STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 81-82. doi: 10.13204/j.gyjz200606022
[17]	Yuan Guanglin, Guo Cao, L Zhitao. EXPERIMENTAL STUDY ON BOND PROPERTY OF REINFORCED CONCRETE AT HIGH TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 57-60. doi: 10.13204/j.gyjz200602017
[18]	Liu Gang, Xu Youlin. RESEARCH ON THE SHAPE OF REINFORCEMENTS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 85-88. doi: 10.13204/j.gyjz200508021
[19]	Fang Congqi. EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 15-18,22. doi: 10.13204/j.gyjz200512005
[20]	Zhao Zhuo, Li Feng, Ma Yali. PHASE-MODEL OF CORROSION RATE OF STEEL BAR UNDER CHLORIDE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 1-4. doi: 10.13204/j.gyjz200512001

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	吴涛，杨旭，彭剑锋，高怡，胡钢. 波形板混凝土组合墙抗震性能的有限元分析. 山西建筑. 2023(06): 62-65 .
2.	杨啸，郭彦林，闻陈宝，朱博莉. 波形钢板组合墙边缘构件-梁连接节点的滞回性能. 工程力学. 2023(12): 160-174 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (100) PDF downloads(90)