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

Wu Tao, Liu Boquan, Bai Guoliang, Li Hongxing, Zhu Jianing. RESEARCH ON FAILURE MECHANISM AND DESIGN METHOD OF ABNORMAL FRAME JOINTS IN INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 26-28. doi: 10.13204/j.gyjz200507009

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

Supplements(0)

Cited By

Proportional views