Design formula to evaluate the NSM FRP strips shear strength contribution to a RC beam

被引：42

作者：

Bianco, Vincenzo ^{[1
]}

Monti, Giorgio ^{[1
]}

Barros, J. A. O. ^{[2
]}

机构：

[1] Univ Roma La Sapienza, Dept Struct Engrg & Geotech, I-00197 Rome, Italy

[2] Univ Minho, Dept Civil Engn, P-4810058 Guimaraes, Portugal

来源：

COMPOSITES PART B-ENGINEERING | 2014年 / 56卷

关键词：

Adhesion; Debonding; Analytical modeling; Statistical properties/methods; Mechanical testing; REINFORCED-CONCRETE BEAMS;

D O I：

10.1016/j.compositesb.2013.09.001

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper presents the closing step of a synthesis process aiming at deriving, from a previously developed more complex model, a simple design formula to evaluate the shear strength contribution provided by a system of Near Surface Mounted (NSM) Fiber Reinforced Polymer (FRP) strips to a Reinforced Concrete (RC) beam. The self-contained and ready-to-implement set of analytical equations and logical operations is presented along with the main underlying physical-mechanical principles and assumptions. The formulation proposed is appraised against some of the most recent experimental results and its predictions are also compared with those obtained by the two previous and more sophisticated versions of the same modeling strategy. Monte Carlo simulations are carried out in order to appraise the sensitivity of the NSM shear strength contribution prediction to the value assumed by the input parameters. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：960 / 971

页数：12

共 30 条

[1] Interfacial stress transfer of near surface-mounted FRP-to-concrete joints [J].

Ali, M. S. Mohamed ;

Oehlers, D. J. ;

Griffith, M. C. ;

Seracino, R. .

ENGINEERING STRUCTURES, 2008, 30 (07) :1861-1868

[2] Vertical shear interaction model between external FRP transverse plates and internal steel stirrups [J].

Ali, MSM ;

Oehlers, DJ ;

Seracino, R .

ENGINEERING STRUCTURES, 2006, 28 (03) :381-389

[3]

Ang A.H. S., 1975, Probability concepts in engineering planning and design, VII

[4]

Ang AHS, 1975, Basic Principles, V1

[5]

[Anonymous], 2000, Simulation modeling and analysis

[6]

Bianco V, 2010, ASCE J COMPOS CONSTR, V14

[7]

Bianco V, 2009, ASCE J STRUCT ENG, V135

[8]

Bianco V, 2011, ASCE J STRUCT ENG, V137

[9]

Bianco V., 2008, THESIS SAPIENZA U RO

[10] Three dimensional mechanical model for simulating the NSM FRP strips shear strength contribution to RC beams [J].

Bianco, Vincenzo ;

Barros, J. A. O. ;

Monti, Giorgio .

ENGINEERING STRUCTURES, 2009, 31 (04) :815-826

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