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Wyświetlanie 1-2 z 2
Tytuł:
Method for assessment of changes in the width of cracks in cement composites with use of computer image processing and analysis
Autorzy:
Tomczak, K.
Jakubowski, J.
Fiołek, P.
Powiązania:
https://bibliotekanauki.pl/articles/178219.pdf
Data publikacji:
2017
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
cracks in concrete
crack width measurement
image processing
self-healing
Opis:
Crack width measurement is an important element of research on the progress of self-healing cement composites. Due to the nature of this research, the method of measuring the width of cracks and their changes over time must meet specific requirements. The article presents a novel method of measuring crack width based on images from a scanner with an optical resolution of 6400 dpi, subject to initial image processing in the ImageJ development environment and further processing and analysis of results. After registering a series of images of the cracks at different times using SIFT conversion (Scale-Invariant Feature Transform), a dense network of line segments is created in all images, intersecting the cracks perpendicular to the local axes. Along these line segments, brightness profiles are extracted, which are the basis for determination of crack width. The distribution and rotation of the line of intersection in a regular layout, automation of transformations, management of images and profiles of brightness, and data analysis to determine the width of cracks and their changes over time are made automatically by own code in the ImageJ and VBA environment. The article describes the method, tests on its properties, sources of measurement uncertainty. It also presents an example of application of the method in research on autogenous self-healing of concrete, specifically the ability to reduce a sample crack width and its full closure within 28 days of the self-healing process.
Źródło:
Studia Geotechnica et Mechanica; 2017, 39, 2; 73-80
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of the Reinforcing Bar Corrosion Level on the Flexural Crack’s Width in the Existing Structure
Autorzy:
Tur, Viktar V.
Yalavaya, Yuliya S.
Powiązania:
https://bibliotekanauki.pl/articles/132027.pdf
Data publikacji:
2019
Wydawca:
Centrum Rzeczoznawstwa Budowlanego Sp. z o.o.
Tematy:
existing structure
corrosion
crack width
Opis:
A study on the influence of the reinforcing bar corrosion level on the flexural crack’s width in the existing structure is presented. Parametric studies of the crack width development of corrosion damage were performed using a block model for the reinforced concrete element with corroded bars. The analytic description of the bond-slip law «t-s» and the establishment of the parametric points of this diagram are decisive in this model. Using the block model, the distribution of the concrete ε ct (x) and reinforcement εs(x) strains for the different level of corrosion damage, normal crack width was obtained and the effect of the level of corrosion damage was established.
Źródło:
Modern Engineering; 2019, 1; 1-9
2450-5501
Pojawia się w:
Modern Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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