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

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

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

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

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]	LI Mingtao. Experimental Research on Mechanical Properties of Semi-Grouting Sleeve Connection After Being Subjected to High Temperature[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 106-112,71. doi: 10.13204/j.gyjzG22010612
[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]	LIU Huaxin, ZHENG Taiyuan. Experimental Study on Mechanical Properties of Basalt-Fiber-Reinforced Nano-SiO₂ Concrete After Being Subjected to High Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 18-23,107. doi: 10.13204/j.gyjzG20092909
[4]	YANG Caijun, ZHANG Chuntao. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF WATER-COOLED Q355 STEEL AFTER BEING SUBJECTED TO HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 165-170,38. doi: 10.13204/j.gyjzG21022608
[5]	Chen Zongping, Ye Peihuan, Xue Jianyang, Li Ling. MECHANICAL BEHAVIOR OF SQUARE STEEL TUBE SHORT COLUMNS FILLED WITH RECYCLED AGGREGATE CONCRETE UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 13-18. doi: 10.13204/j.gyjz2001411003
[6]	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
[7]	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
[8]	Chen Zongping, Chen Junrui, Xue Jianyang, Chen Yuliang. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR OF STEEL AND RECYCLED AGGREGATE CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 1-4. doi: 10.13204/j.gyjz2001411001
[9]	Chen Zongping, Jing Chenggui, Xue Jianyang, Zhang Chaorong. STUDY OF MECHANICAL BEHAVIOR OF RECYCLED AGGREGATE CONCRETE FILLED CIRCULAR STEEL TUBE COLUMNS UNDER ECCENTRIC LOADING AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 19-24. doi: 10.13204/j.gyjz2001411004
[10]	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.
[11]	Ge Wenjie, Zhang Jiwen, Cao Dafu, Wang Biyuan, Pan Linglong. EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMNS WITH FINE GRAIN STEEL BARS UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 74-77,87. doi: 10.13204/j.gyjz201312013
[12]	Wang Quan-feng, Qiu Yi, Xu Yuye, Wang Ling-yun, Chen Fan. EXPERIMENTAL RESEARCH ON DYNAMICAL PROPERTIES OF HRBF500 RC BEAM AFTER FIRE AND NUMERICAL MODELING OF TEMPERATURE FIELD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 47-52. doi: 10.13204/j.gyjz201210012
[13]	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
[14]	Liu Lixin, Li Dianwen, Chen Meng. EXPERIMENTAL STUDY ON BOND-ANCHORAGE OF HOT ROLLED RIBBED BARS OF FINE GRAINS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 61-65. doi: 10.13204/j.gyjz201102016
[15]	Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022
[16]	Zhang Jiwen, Jiang Chaowen. EXPERIMENTAL STUDY ON ASEISMATIC PERFORMANCE OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 33-39. doi: 10.13204/j.gyjz200911009
[17]	Zhou Changdong, LüXilin, Jin Ye. TEST STUDY ON THERMAL CREEP STRAIN OF GFRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 73-76. doi: 10.13204/j.gyjz200804019
[18]	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
[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