EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE

Yuan Guanglin; Xu Xiaoyan; Zhang Xianyang; Cheng Linyan

doi:10.13204/j.gyjz200907020

Volume 39 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 70-73

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

Citation:

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

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE

doi: 10.13204/j.gyjz200907020

1.
1. Department of Civil Engineering and Architecture,China University of Mining and Technology,Xuzhou 221008,China;
2.
2. Jincheng Coal Design Department,Jincheng 048000,China

Received Date: 2008-09-25
Publish Date: 2009-07-20

Abstract

Abstract

Flexural performance of RC beams reinforced by ferrocement was tested after different high temperature,and the influence law of the high temperature on flexural performance was analyzed.The results indicated that the reinforcement method of ferrocement could increase flexural rigidity of RC Beams,and it could decrease the deflection of midspan.The bearing capacity of reinforced RC beam decreased to some extent with the increasing of heating temperature;while the temperature was below 450 ℃,the bearing capacity of reinforced RC beams decreased by less than 5%.It indicated that RC beams reinforced by ferrocement had well flameresistant capacity.
- steel wire netting,
- cement mortar,
- reinforcement,
- concrete beam,
- high temperature,
- flexural performance

FullText(HTML)

References(8)

References

[2] 尚守平,曾令宏.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87-91;

曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003;

[3] 尚守平,蒋隆敏.钢筋网水泥复合砂浆加固RC偏心受压柱的试验研究[J].建筑结构学报,2005,26(2):18-25;

[4] 熊光晶,严洲.钢丝网钢筋砂浆加固混凝土圆柱的抗轴压试验研究[J].汕头大学学报:自然科学版,2006,21(4):70-74;

[5] 熊光晶.焊接钢丝网水泥在弯曲疲劳荷载作用下的应力计算[J].力学与实践,1997,19(6):28-30;

[6] 高晓梅,简政.钢丝网外喷高强砂浆加固钢筋混凝土梁的试验研究[J].西安理工大学学报,2004,20(4):429-432;

[7] 成林燕.钢丝网水泥砂浆加固混凝土梁高温后抗弯性能研究[D].徐州:中国矿业大学,2007;

[8] Xiong Guangjing,Gurdev Singh.Rational Evalution of FlexuralBehavior of Weldmesh Ferrocement in Normal and CorrosiveEnvironments[J].ACI Structural Journal,1998,95(6):647-653.

Relative Articles

[1]	XU Chuanchang, MA Naixuan, ZHU Jingwei, WANG Yue, WU Yufeng. Research on Flexural Performance of Reinforced Concrete Beams Strengthened with High-Strength Polyurethane Composites[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 227-236. doi: 10.3724/j.gyjzG23062506
[2]	CHEN Hua, CHEN Yaojia, XIE Bin, DENG Langni. STUDY OF BENDING BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE-MOUNTED PRESTRESSED CFRP RODS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 168-173. doi: 10.13204/j.gyjz201908210007
[3]	Chen Zongping, Wang Huanhuan, Xue Jianyang, Chen Yuliang. SHEAR PROPERTIES EXPERIMENT OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER ELEVATED TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 51-57. doi: 10.13204/j.gyjz2001411009
[4]	Chen Zongping, Liang Ying, Xue Jianyang, Li Yi. DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
[5]	Chen Zongping, Zheng Wei, Xue Jianyang, Yao Kan. FLEXURAL BEHAVIOR TEST AND BEARING CAPACITY CALCULATION OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 45-50. doi: 10.13204/j.gyjz2001411008
[6]	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
[7]	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
[8]	Saierjiang Halike, Liu Yun, Liu Qing, Wang Kexin. EXPERIMENTAL RESEARCH ON THE FLEXURAL PERFORMANCE OF XINJIANG POPLAR BEAMS REINFORCED WITH CARBON FIBER CLOTH[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 21-24. doi: 10.13204/j.gyjz201410005
[9]	Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020
[10]	Xu Ping, Zeng Xiantao, Ding Yahong, Wang Xingguo. EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED PRESTRESSED CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 71-75,55. doi: 10.13204/j.gyjz201203015
[11]	Zhang Haixia, Kong Dandan, Liu Guorui. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED GFRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 20-24. doi: 10.13204/j.gyjz201110005
[12]	Li Weiwen, Yan Zhiliang, Sui Lili, Xing Feng, Cao Zhengliang. THE INFLUENCE OF TEMPERATURE-HUMIDITY CYCLES ON BENDING MECHANICAL BEHAVIOR OF CONCRETE BEAMS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 27-32. doi: 10.13204/j.gyjz201004007
[13]	Chen Dachuan, Luo Jie, Shang Shouping. EXPERIMENTAL INVESTIGATION ON DURATION OF FIRE RESISTANCE OF RC BEAM REINFORCED WITH HIGH-PERFORMANCE FERROCEMENT LAMINATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 101-104. doi: 10.13204/j.gyjz200906024
[14]	Mao Xiaofei, Zhao Dong, Chen Ping, Liu Haitao. BEND-RESISTING BEHAVIORS OF LITHOID CULTURAL RELIC REINFORCED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 113-115. doi: 10.13204/j.gyjz200807028
[15]	Zhang Ke, . ANALYSIS OF FLEXURAL FAILURE MODE OF RC BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 81-83. doi: 10.13204/j.gyjz200704022
[16]	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
[17]	Xie Qifang, Zhao Hongtie, Xue Jianyang, Wu Zhaohua. EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF TIMBER BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 104-107. doi: 10.13204/j.gyjz200707030
[18]	Ding Ya-hong, Zeng Xian-tao, Wang Xing-guo. THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 89-91. doi: 10.13204/j.gyjz200607024
[19]	Huang Manhua, Xie Huicai, Liu Jinwei, Jian Huali. MECHANICAL PERFORMANCE AND SMART PROPERTY OF MIXED FIBRE REINFORCED MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 76-78. doi: 10.13204/j.gyjz200504022
[20]	Zhang Ke, Ye Lieping, Yue Qingrui. EXPERIMENTAL STUDY ON FLEXURAL FATIGUE BEHAVIOR OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 13-19. doi: 10.13204/j.gyjz200508004