EXPERIMENTAL STUDY ON THE MECHANIC BEHAVIOR OF STEEL FIBRE AND PP-FIBRE REINFORCED CONCRETE NOTCHED PANELS

Tian He; Ding Yining; De Rivaz Benoit

doi:10.13204/j.gyjz201102018

Volume 41 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 70-73,77

Xu Weiliang, Zheng Tingyin, Sun Yukun. SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 85-87. doi: 10.13204/j.gyjz200504025

Citation:

Tian He, Ding Yining, De Rivaz Benoit. EXPERIMENTAL STUDY ON THE MECHANIC BEHAVIOR OF STEEL FIBRE AND PP-FIBRE REINFORCED CONCRETE NOTCHED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 70-73,77. doi: 10.13204/j.gyjz201102018

Xu Weiliang, Zheng Tingyin, Sun Yukun. SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 85-87. doi: 10.13204/j.gyjz200504025

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON THE MECHANIC BEHAVIOR OF STEEL FIBRE AND PP-FIBRE REINFORCED CONCRETE NOTCHED PANELS

doi: 10.13204/j.gyjz201102018

1.
State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China

Received Date: 2010-08-30
Publish Date: 2011-02-20

Abstract

Abstract

An experimental study on 36 notched flexural panels with steel fiber and PP fiber has been carried out.The load-deflection curves,load-crack mouth opening displacement curves and crack mouth opening displace ment-deflection curves have been analyzed.The research results on the energy absorption of FRC notched panels with different fiber types and fiber contents at various deformation stages are presented.The results indicate that steel fiber can obviously improve the bending resistance;the bending behavior of the concrete notched panel with 6 kg /m3 PP fiber is close to that of the one with 20 kg /m3 steel fiber.
- notched concrete panel,
- steel fiber,
- crack mouth opening displacement,
- flexural toughness

FullText(HTML)

References(4)

References

[2] CECS13∶89钢纤维混凝土试验方法[S];

Patrick Sthli, Rocco Custer, Jan G M.Van Mier(2008)onFlow Oroperties, Fibre Distribution, Fibre Orientation andFlexural Behaviour of FRC[J].Materials and Structures, 2008, 41:189－196;

[3] Rilem TC162－TDF.Test and Design Methods for Steel FibreReinforced Concrete-Bending Test[J].Materials and Structures, 2002, 35(11):579－582;

[4] Rilem TC162－TDF.Test and Design Methods for Steel FibreReinforced Concrete-Design of Steel Fibre Reinforced ConcreteUsing the-w Method:Principles and Applications[J].Materialsand Structures, 2002, 35(11):262－278.

Relative Articles

[1]	MIN Xinzhe, TU Yongming. Experimental Research on the Fatigue Damage Characteristics of CFRP Plate-Concrete Bonding Interface[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 254-262. doi: 10.3724/j.gyjzG24091902
[2]	LIU Bin, YANG Jiaqi, LIU Tianqiao, HU Lili, FENG Peng. Finite Element Analysis of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates with High Ductility[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 72-80. doi: 10.3724/j.gyjzG23111328
[3]	ZHANG Xue, MEN Jinjie, RONG Qiang, QIAO Dehao. Research on Prediction Models of Flexural Capacity of Corroded RC Beams Based on Ensemble Learning[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 128-137. doi: 10.3724/j.gyjzG24012901
[4]	SONG Songke, DU Taoming, YANG Tao, ZHANG Qinghua. Coupling Effect Mechanism of Pavement Characteristics on Fatigue Damage of Orthotropic Steel Decks[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 229-237. doi: 10.3724/j.gyjzG21122303
[5]	HOU Chongchi, WANG Kaixuan, ZHENG Wenzhong, LIU Yuchen, ZHANG Lijia, LI Hongbin. Seismic Performance and Cumulative Damage Analysis of Concrete Columns Confined by High-Strength Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 133-142. doi: 10.13204/j.gyjzG22111310
[6]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[7]	HU Wenhao, GUO Rui, REN Yu. Study on the Flexural Capacity of RC Beams Strengthened with FRP Grids Based on the Bond-Slip Cohesive Model[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 216-226. doi: 10.13204/j.gyjzG21062512
[8]	CUI Honghuan, HE Jingyun, ZHANG Zhenhuan, YANG Xingran, WANG Xiaojing. A FREEZE-THAW DAMAGE MODEL OF CEMENT-SOLIDIFIED SOIL IN SEASONAL FROZEN SOIL ZONES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 158-163. doi: 10.13204/j.gyjzG20072406
[9]	GAO Ziqi, ZHANG Jintao, ZHANG Hao, HAO Han, GUO Rui. FINITE ELEMENT ANALYSIS OF FLEXURAL BEHAVIOR OF DAMAGED RC BEAMS REINFORCED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 44-50,43. doi: 10.13204/j.gyjzG20110321
[10]	Zhu Chenfei, Liu Xiaojun, Li Wenzhe, Wu Yonggen, Liu Qingtao. STUDY OF FREEZE-THAW DURABILITY AND DAMAGE MODEL OFHYBRID FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 10-14. doi: 10.13204/j.gyjz201502003
[11]	Wang Zheng, Shi Qingxuan. COMPARATIVE ANANLYSIS OF SHEAR CAPACITY FOR REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 105-109,138. doi: 10.13204/j.gyjz201307024
[12]	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
[13]	Jia Jinqing, Zhang Lihua, Meng Gang. CALCULATION METHOD FOR DAMAGE INDEX OF RC BEAM UNDER FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 54-58. doi: 10.13204/j.gyjz201208012
[14]	Liao Yanfen, Qi Yaqing, Ma Xiaoqian. NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007
[15]	Wang Xinling, Chen Qingping, Du Lin. EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 18-21,26. doi: 10.13204/j.gyjz201011006
[16]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[17]	Zhao Yong, Wang Xiaofeng, Su Xiaozu, Cheng Zhijun. EXPERIMENTAL RESEARCH ON THE EFFECTS OF SURFACE REINFORCEMENT ON CRACK SPACING AND WIDTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 29-32. doi: 10.13204/j.gyjz200911008
[18]	Hu Ling, Yang Yongxin, Wang Quanfeng, Xu Yuye, Wang Jiangen. EXPERIMENTAL STUDY ON BOND ANCHORAGE PROPERTIES OF HRBF500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 13-16,44. doi: 10.13204/j.gyjz200911004
[19]	Liu Ronggui, Fu Kai, Yan Tingcheng. THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 75-78. doi: 10.13204/j.gyjz200811018
[20]	Ouyang Yu, Wang Peng, Zhang Yunchao. CALCULATION AND ANALYSIS OF FLEXURAL AND SHEAR CAPACITY OF RC BEAMS STRENGTHENED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 24-27. doi: 10.13204/j.gyjz200706007