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

Wang Quanfeng, Shen Zhangchun, Huang Yihui, Yang Yongxin. EXPERIMENTAL STUDY OF HRB500 REINFORCEMENT CONCRETE COLUMNS UNDER MONOTONOUS ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 83-86. doi: 10.13204/j.gyjz200907023

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]	TU Yanping, CHENG Ziyang, CHEN Xuyong, ZHAN Xu. Effect of Nano-SiO₂ on Slump and Compressive Properties of Recycled Concrete with Rubber Powder[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 126-132. doi: 10.13204/j.gyjzG21032609
[2]	ZHAO Yanru, SHI Lei, BAI Jianwen, WANG Zhihui. Experimental Research on Mechanical Properties of Concrete After Carbonization at High Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 139-143. doi: 10.13204/j.gyjzG20090301
[3]	WANG Xiaoxiao, LIU Chang, ZHANG Ju, LIU Shuguang, YAN Zhangwang, LI Heng. EFFECT OF FREEZING LAWS FOR CONCRETE PORES ON COMPRESSIVE STRENGTH IN PERMAFROST REGIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 197-201. doi: 10.13204/j.gyjzG20072117
[4]	MA Yingchang, LIU Haifeng, ZHANG Minghu. EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014
[5]	ZHONG Xiaoping, PENG Lange, YUAN Chengbin, CHEN Yong, ZHANG Bo. EXPERIMENTAL RESEARCH ON COMPRESSIVE STRENGTH OF CONCRETE DAMAGED BY COUPLING OF CHLORINE-CORROSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 69-75. doi: 10.13204/j.gyjzG19111006
[6]	YE Qingyang, XUE Congcong, YU Min, WU Mingyang. MIX PROPORTION DESIGN AND COMPRESSIVE STRENGTH TEST OF ULTRA-HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 124-130,141. doi: 10.13204/j.gyjz202003021
[7]	Cheng Bo, Wang Jianmin, Wang Nengjun, Jiang Wenting. EXPERIMENT OF MECHANICAL PERFORMANCE OF FIBER CERAMSITE CONCRETE AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 126-130.
[8]	Jiang Wenting, Wang Jianmin, Cheng Bo. EXPERIMENT AND ANALYSIS OF CERAMSITE LIGHTWEIGHT AGGREGATE CONCRETE AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 103-107. doi: 10.13204/j.gyjz201402023
[9]	Chen Zongping, Zhou Wenxiang, Xue Jianyang, Li Ling. TEST OF RECYCLED AGGREGATE CONCRETE FILLED SQUARE STEEL TUBE COLUMN SUBJECTED TO ECCENTRIC COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 25-31. doi: 10.13204/j.gyjz2001411005
[10]	Wang Fenglai, Deng Zhengyun, Cai Xuxin. EXPERIMENTAL STUDY OF THE DETECTING METHOD FOR COMPRESSIVE STRENGTH OF NON-STANDARD CONCRETE HOLLOW BLOCK[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 131-134. doi: 10.13204/j.gyjz2001411026
[11]	Zhang Bo, Wang Sheliang, Du Yuanfang, Jing Longping. INFLUENCE OF CRUSH VALUE INDEX ON COMPRESSIVE STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 1-6. doi: 10.13204/j.gyjz201311001
[12]	Dong Xiangjun, LüChaokun. EXPERIMENTAL STUDIES ON COMPRESSIVE STRENGTH OF HPC SUBJECT TO HIGH-TEMPERATURE BASED ON MICROSTRUCTURE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 90-93. doi: 10.13204/j.gyjz201109020
[13]	Huang Yubin, Qian Jueshi. STUDY ON THE INFLUENCE OF HIGH STRENGTH CONCRETE BRITTLENESS ON COMPRESSIVE STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 95-97,139. doi: 10.13204/j.gyjz201010021
[14]	Yuan Guanglin, Xu Xiaoyan, Zhang Xianyang, Cheng Linyan. EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 70-73. doi: 10.13204/j.gyjz200907020
[15]	Lǘ Weijun, Lǘ Weirong. STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 106-109. doi: 10.13204/j.gyjz200904024
[16]	Zhang Peng, Li Qingfu, Huang Chengkui. EXPERIMENTAL STUDY ON COMPRESSIVE STRENGTH OF POLYPROPYLENE FIBER REINFORCED CEMENT STABILIZED MACADAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 94-96. doi: 10.13204/j.gyjz200803025
[17]	Zhang Wei-zhen. EXPERIMENTAL INVESTIGATION ON THE MECHANICAL PERFORMANCE OF FULL_SECALE SIMPLE REINFORCED CONCRETE BEAMS UNDER AND AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 37-41. doi: 10.13204/j.gyjz200704011
[18]	Zhang Peng, Huang Chengkui, Li Qingfu. EXPERIMENTAL RESEARCH ON COMPRESSIVE STRENGTH OF PLASTIC CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 73-76,102. doi: 10.13204/j.gyjz200701019
[19]	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
[20]	Wang Ping, Xiao Jianzhuan, Chen Ruisheng, Zheng Xuebin. EXPERIMENTAL STUDY ON EFFECT OF POLYPROPYLENE FIBER ON MECHANICAL PROPERTY OF HIGH PERFORMANCE CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 67-69,77. doi: 10.13204/j.gyjz200511020