STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES

Yuan Ni-fei; Yao Jian

doi:10.13204/j.gyjz200610029

Volume 36 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 104-106

Liu Hongyan, Wang Yuanyuan, Qin Siqing. SIMULATION OF SEEPAGE FIELD IN EXCAVATION SLOPE DURING RAINFALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 50-53,72. doi: 10.13204/j.gyjz200710014

Citation:

Yuan Ni-fei, Yao Jian. STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 104-106. doi: 10.13204/j.gyjz200610029

Liu Hongyan, Wang Yuanyuan, Qin Siqing. SIMULATION OF SEEPAGE FIELD IN EXCAVATION SLOPE DURING RAINFALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 50-53,72. doi: 10.13204/j.gyjz200710014

Citation:

PDF( 0 KB)

STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES

doi: 10.13204/j.gyjz200610029

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2006-03-20
Publish Date: 2006-10-20

Abstract

Abstract

It is summarized that the recent research advances on flexural strengthening with NSM FRP and presented the formula predicting flexural capacity of the failure modes with the assumption of plane section. By comparison, the predictions agree well with the experimental results, which provides a reference for practical engineering application.
- near surface mounted,
- CFRP plate,
- strengthening,
- flexural capacity,
- local bond-slip curve,
- peeling

FullText(HTML)

References(11)

References

CECS 146: 2003 碳纤维片材加固混凝土结构技术规程

Lorenzis L De. Strengthening of RC Structures with Near-SurfaceMounted FRP Rods. Doctoral Thesis: Italy, the University of Lecce,2002

Mohamed T K H. Fl exural Performance and Bond Characteristics of FRPStrengthening Techniques for Concret e St ructures. Doctoral Thesis:Canada, the University of Manit oba, 2002

T3/4l jsten B, Carol in A. Concret e Beams Strengthened with Near SurfaceMounted CFRP Laminates. Fibre-Reinforced Plast ic for ReinforcedConcrete Structures (FRPRCS ). Proceedings of the 5th InternationalConf erence, 2002, 1: 107-116

Nordin H, T? ljsten B, Carolin A. Concrete Beams Strengthened withPrestressed Near Surface Mounted Reinforcement(NSMR). Proceedings,Internat ional Conference on FRP Composit es in Civil Engineering, 2001,2: 1 067-1 075

Arduini M, Gott ardo R, Riva F De. FRP Rods for FlexuralReinforcement of Existing Beams: Experimental Research andApplicat ions. Proceedings, Internat ional Conference on FRP Compositesin Civil Engineering, 2001, 2: 1 051-1 058

王韬. 钢筋混凝土梁表层嵌贴CFRP 的抗弯加固性能研究: [硕士学位论文]. 杭州: 浙江大学, 2005

袁霓绯. 表层嵌贴CFRP 板加固钢筋混凝土梁的抗弯承载力研究: [硕士学位论文]. 杭州: 浙江大学, 2006

GB50010-2002 混凝土结构设计规范

Saadatmanesh H, Ehsani M R. RC Beams Strengthened with GFRPPlat es I: Experiment al Study. J. Struct. Engrg, ASCE, 117(11): 3 417-3 433

周延阳. 混凝土表层嵌贴CFRP 板粘结机理研究: [硕士学位论文]. 杭州: 浙江大学, 2005

Relative Articles

[1]	ZHANG Xueli, YANG Changhong, LI Dengfeng, YAN Xinyu. Numerical Simulations for Deformation and Failure of Layered Rock Slopes and Their Support Design by Particle Flow Code[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 173-179. doi: 10.3724/j.gyjzG23081502
[2]	YE Qiongyao, WEI Lide, SHAO Yu, LI Meng. An Analysis Model of UDEC for Crack Propagation and Numerical Simulations for Specimens with Double Pre-Existing Cracks[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 196-201. doi: 10.3724/j.gyjzG22100101
[3]	NIU Ben, CHEN Weiyun, LIU Zhijun, WANG Dan. Numerical Analysis on Influence of Sinking Processes of Immersed Tube Tunnels on Stability of Seabed Foundation Trench Slopes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 31-36. doi: 10.13204/j.gyjzG22102905
[4]	CHEN Quanchuan, XIAO Shili, ZHU Aijun, LI Lan, CHEN Quanyi. Numerical Simulations on Three Rows of Stepped Anti-Slide Piles Against Filling Slopes on Hillsides[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 184-190,153. doi: 10.13204/j.gyjzG22070204
[5]	XIAO Jie, TAN Yuefeng, TONG Chao, YANG Heping, CHANG Jin, ZOU Weilie, CHEN Guanyi. Numerical Analysis for Shallow Landslides of Expansive Soil Slopes Based on Three Fields Coupling[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 128-136,118. doi: 10.13204/j.gyjzg21070206
[13]	Xiao Xianbo, Cao Yiran, Li Derong, Liang Yun. RELATIONSHIP BETWEEN THE DEPTH OF HORIZONTAL SHADING BOARD AND BUILDING ENERGY CONSUMPTION IN HOT SUMMER AND COLD WINTER ZONE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 49-51.
[14]	Jiang Yuenan, Zhang Zhen, Xuan Weihong. THE CONSTRUCTION TECHNOLOGY OF LARGE STEEL TRUSS IN C1 ZONE OF CHINA EXPO EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 118-122. doi: 10.13204/j.gyjz2001412019
[15]	Cao Yiran. RESEARCH ON THE SIMULATION TECHNOLOGY OF THE ENERGY EFFICIENCY REBUILDING FOR THE INDUSTRIAL ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 28-31. doi: 10.13204/j.gyjz201301008
[16]	Liu Xiang, Wu Yongbo. EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE－FILLED RECTANGULAR STEEL TUBE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
[17]	Li Liang. COMPARISON OF DIFFERENT PROCEDURES FOR SIMULATING SLIDING BODIES IN SLOPE STABILITY ANALYSIS BASED ON THREE-DIMENSIONAL LIMIT EQUILIBRIUM METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 62-66. doi: 10.13204/j.gyjz200807015