Explicit method for calculating FRP volume of RC beam strengthened with externally bonded FRP

被引：0

作者：

Department of Bridge Engineering, Tongji University, Shanghai 200092, China ^{[1
]}

机构：

来源：

Tongji Daxue Xuebao | 2006年 / 12卷 / 1583-1586期

关键词：

Bearing capacity - Bonding - Design - Fiber reinforced materials - Polymers - Reinforced concrete - Steel - Strengthening (metal);

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The checking formulae presented by ACI 440F and Chinese Specification CECS 146:2003 are not convenient for calculating fiber reinforced polymer (FRP) volume for given target capacity of reinforced concrete (RC) beams strengthened with externally bonded FRP. A non-dimensional equation of bearing-capacity increment for rectangular beam is deduced by defining steel-reinforcement characteristic value and FRP-reinforcement characteristic value, and then an explicit formula for FRP volume calculation is presented. Furthermore, the explicit formula is applied to beams with T-shaped section or even general section by using an additional section shape factor.

引用

共 50 条

[21] DEFORMATION ANALYSIS OF RC TIES EXTERNALLY STRENGTHENED WITH FRP SHEETS [J].

Gribniak, V. ;

Arnautov, A. K. ;

Kaklauskas, G. ;

Jakstaite, R. ;

Tamulenas, V. ;

Gudonis, E. .

MECHANICS OF COMPOSITE MATERIALS, 2014, 50 (05) :669-676

[22] Strut-and-tie method for externally bonded FRP shear-strengthened large-scale RC beams [J].

Godat, Ahmed ;

Chaallal, Omar .

COMPOSITE STRUCTURES, 2013, 99 :327-338

[23] Elastic analysis of interfacial stresses for the design of a strengthened FRP plate bonded to an RC beam [J].

Guenaneche, Boucif ;

Krour, Baghdad ;

Tounsi, Abdeloauhed ;

Fekrar, Abdelkader ;

Benyoucef, Samir ;

Bedia, El Abbas Adda .

INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES, 2010, 30 (07) :636-642

[24] Experimental method of axial compressive existing concrete columns strengthened with externally bonded FRP [J].

Kang, Hongzhen ;

Ma, Weihua ;

Wang, Xiqiang ;

Ye, Yinghua .

ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 :1431-+

[25] RC members strengthened with externally bonded FRP plates: A FE-based limit analysis approach [J].

De Domenico, D. .

COMPOSITES PART B-ENGINEERING, 2015, 71 :159-174

[26] Performance Evaluation of RC Beams Strengthened with an Externally Bonded FRP System under Simulated Vehicle Loads [J].

Wang, Wen-Wei ;

Dai, Jian-Guo ;

Harries, Kent A. .

JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (01) :76-82

[27] Interfacial Stresses in RC Beams Strengthened by Externally Bonded FRP/Steel Plates with Effects of Shear Deformations [J].

Edalati, Mahmoud ;

Irani, Fereidoon .

JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2012, 16 (01) :60-73

[28] Rational procedure for calculating deflections of RC beams strengthened with FRP [J].

Rasheed, HA ;

Charkas, H ;

Melhem, HG .

DEFLECTION CONTROL FOR THE FUTURE, 2003, 210 :115-148

[29] Suitability of optimized truss model to predict the FRP contribution to shear resistance for externally bonded FRP strengthened RC beams without internal stirrups [J].

Teo, Wee ;

Hor, Yin .

COMPOSITES PART B-ENGINEERING, 2015, 80 :385-398

[30] Finite Element Simulation of RC Beam Strengthened with FRP [J].

Fu, Chaojiang .

TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 :3229-3232

← 1 2 3 4 5 →