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The statistical evaluation of design methods of the load-carrying capacity of flexural reinforced concrete elements strengthened with FRP

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TLDR
In this article, a statistical analysis of the design methods for calculating the load-carrying capacity of reinforced concrete elements in flexure strengthened with external FRP reinforcement is presented, and confidence intervals of the ratios of the experimental and calculated load carrying capacity are also calculated.
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This article is published in Archives of Civil and Mechanical Engineering.The article was published on 2015-01-01. It has received 23 citations till now.

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A simple model for maximum diagonal crack width estimation of shear-strengthened pre-damaged beams with CFRP strips

TL;DR: In this paper, the authors presented an experimental study on diagonal crack width estimation of Shear-Strengthened Pre-damaged Beams with CFRP strips (SSPBCs).
Journal ArticleDOI

RC Beams strengthened with HPFRCC: Experimental and numerical results

TL;DR: In this article, the authors analyzed the behavior of reinforced concrete beams strengthened with high-performance fibre-reinforced cementitious composite (HPFRCC) and found that the load-carrying capacity of all strengthened beams increased and their deflections decreased; however, crack width in the beams of the second group increased while that of the first group decreased.
Journal ArticleDOI

Evaluation of calculation methods used for estimating the ultimate moment resistance of bridge decks reinforced with frp bars

TL;DR: In this article, a statistical research of the calculation methods for calculating ultimate moments of concrete elements reinforced with fiber-reinforced plastic is presented, based on which a database of experimental results has been collected.
Journal ArticleDOI

Analytical Assessment of Bending Ductility in FRP Strengthened RHSC Beams

TL;DR: A nonlinear iterative analytical approach conducted to investigate the effects of concrete strength, steel-reinforcement ratio and externally reinforced (EB-FRP) stiffness on the flexural behavior and the curvature ductility index of the FRP-strengthened reinforced high-strength concrete (RHSC) beams is presented in this article.
Journal ArticleDOI

Experimental and numerical investigations on a novel plate anchorage system to solve FRP debonding problem in the strengthened RC beams

TL;DR: In this article, an innovative plate anchorage technique was presented to solve the fiber-reinforced polymers debonding problem, where two plates are placed near the beam supports, which are connected by welding to a longitudinal tension reinforcement through the angles.
References
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Journal ArticleDOI

An Analysis of Variance Test for Normality (Complete Samples)

S. S. Shapiro, +1 more
- 01 Dec 1965 - 
TL;DR: In this article, a new statistical procedure for testing a complete sample for normality is introduced, which is obtained by dividing the square of an appropriate linear combination of the sample order statistics by the usual symmetric estimate of variance.
Book

Applied Statistics and Probability for Engineers

TL;DR: Montgomery and Runger's Engineering Statistics text as discussed by the authors provides a practical approach oriented to engineering as well as chemical and physical sciences by providing unique problem sets that reflect realistic situations, students learn how the material will be relevant in their careers.
Proceedings ArticleDOI

Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02)

K. Soudki, +1 more
TL;DR: In this article, the authors report on the key features of the "Guiding and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures" issued by the American Concrete Institute (ACI).
Journal ArticleDOI

Concrete beams strengthened with externally bonded frp plates

TL;DR: In this article, the structural behavior of reinforced concrete beams strengthened with adhesively bonded fiber-reinforced plastics (FRP) is presented, and it is suggested that the detachment of bonded external plates from the concrete, at ultimate loads, is governed by a limiting principal stress value at the concrete/external plate interface.
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