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MIXED-MODE CRACK PROPAGATION THROUGH REINFORCED CONCRETE

An experimental study

Carmona, J.R. / del Viso, J.R.

Abstract This paper presents the results of a very recent experimental research program aimed at investigating mixed-mode fracture of reinforced concrete. The tests were designed so that only one single mixed mode crack generates and propagates through the specimen, as opposed to the usual dense crack pattern found in most of the tests in scientific literature. The specimens were three-point-bend beams of three different sizes. They were notched asymmetrically and reinforced with various ratios of longitudinal and of inclined reinforcement. These experiments may help to understand the mechanisms of crack initiation and propagation through einforcing bars under mixed load conditions.

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MIXED-MODE CRACK PROPAGATION THROUGH REINFORCED CONCRETE

An experimental study

Carmona, J.R. / del Viso, J.R.

Abstract This paper presents the results of a very recent experimental research program aimed at investigating mixed-mode fracture of reinforced concrete. The tests were designed so that only one single mixed mode crack generates and propagates through the specimen, as opposed to the usual dense crack pattern found in most of the tests in scientific literature. The specimens were three-point-bend beams of three different sizes. They were notched asymmetrically and reinforced with various ratios of longitudinal and of inclined reinforcement. These experiments may help to understand the mechanisms of crack initiation and propagation through einforcing bars under mixed load conditions.

MIXED-MODE CRACK PROPAGATION THROUGH REINFORCED CONCRETE

An experimental study

Carmona, J.R. / del Viso, J.R.

Abstract This paper presents the results of a very recent experimental research program aimed at investigating mixed-mode fracture of reinforced concrete. The tests were designed so that only one single mixed mode crack generates and propagates through the specimen, as opposed to the usual dense crack pattern found in most of the tests in scientific literature. The specimens were three-point-bend beams of three different sizes. They were notched asymmetrically and reinforced with various ratios of longitudinal and of inclined reinforcement. These experiments may help to understand the mechanisms of crack initiation and propagation through einforcing bars under mixed load conditions.

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Title:

MIXED-MODE CRACK PROPAGATION THROUGH REINFORCED CONCRETE

Subtitle:

An experimental study

Contributors:

Carmona, J.R. (author) / del Viso, J.R. (author)

Published in:

Measuring, Monitoring and Modeling Concrete Properties ; 247-255

Publication date:

2006-01-01

Size:

9 pages

ISBN:

978-1-4020-5104-3 , 978-1-4020-5103-6

DOI:

https://doi.org/10.1007/978-1-4020-5104-3_30

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Reinforce Concrete , Crack Pattern , Plain Concrete , Longitudinal Reinforcement , Shear Reinforcement Engineering , Building Materials

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