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Journal ArticleDOI

Use of digital image correlation technique in full-scale testing of prestressed concrete structures

TLDR
The DIC technique could provide very accurate and detailed information, including the in-plane and out-of-plane strains and their spatial variations, and the locations of high tensile and compressive strains which at later stages of loading result in cracking or crushing of concrete.
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This article is published in Measurement.The article was published on 2014-01-01. It has received 108 citations till now. The article focuses on the topics: Digital image correlation.

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Citations
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Robust evaluation of self-healing efficiency in cementitious materials – A review

TL;DR: In this paper, a review of test methods which have been commonly utilized to assess the efficiency of self-healing mechanisms in concrete is presented, namely visualization and determination, assessment of regained resistance and assessment of the regained mechanical properties.
Journal ArticleDOI

Measurement of fracture mechanics parameters of concrete containing fly ash thanks to use of Digital Image Correlation (DIC) method

TL;DR: In this paper, the fracture toughness during Mode I loading of concretes containing the 0, 20% and 30% addition of class F fly ash (FA), was investigated. And the results of the research show the usefulness of the Digital Image Correlation (DIC) method in experiments of that type.
Journal ArticleDOI

Using digital image correlation to evaluate fatigue behavior of strengthened reinforced concrete beams

TL;DR: In this paper, the fatigue behavior of reinforced concrete beams externally strengthened with carbon fiber reinforced polymer plates and near-surface mounted bars was investigated using a digital image corre (COC) detector.
Journal ArticleDOI

Improved crack monitoring in structural concrete by combined acoustic emission and digital image correlation techniques

TL;DR: In this paper, the authors proposed a crack monitoring technique for safety, cost-effective design and maintenance of concrete structures, which is crucial for safety and cost effective design of concrete structure.
Journal ArticleDOI

An extensive investigations on fracture parameters of concretes based on quaternary binders (QBC) by means of the DIC technique

TL;DR: In this paper , the fracture mechanics parameters of concretes made of quaternary binders (QBC) were investigated using the digital image correlation (DIC) technique.
References
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Journal ArticleDOI

Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review

TL;DR: In this article, a review of the 2D digital image correlation (2D DIC) technique for displacement field measurement and strain field estimation is presented, and detailed analyses of the measurement accuracy considering the influences of both experimental conditions and algorithm details are provided.
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Digital Imaging Techniques In Experimental Stress Analysis

TL;DR: In this paper, the surface displacement components in laser speckle metrology were measured using a digital image scanner interfaced to a computer. Butt et al. used a boundary integral equation method to calculate surface traction in the contour.
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Digital image correlation using Newton-Raphson method of partial differential correction

TL;DR: In this paper, the authors developed and limited experimental verification of a method which can determine displacements and gradients using the Newton-Raphson method of partial corrections, which was shown to be accurate in determining displacement and certain gradients, while using significantly less CPU time than the current coarse-fine search method.
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"Finite-Element" Displacement Fields Analysis from Digital Images: Application to Portevin-Le Châtelier Bands

TL;DR: In this article, a new methodology is proposed to estimate displacement fields from pairs of images (reference and strained) that evaluates continuous displacement fields, specialized to a finite-element decomposition.
Journal ArticleDOI

Systematic errors in digital image correlation caused by intensity interpolation

TL;DR: It is shown that the position-dependent bias in a numerical study can lead to apparent strains of the order of 40% of the actual strain level, and methods are presented to reduce this bias to acceptable levels.
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