Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve
In this paper, load-displacement and stress-strain diagrams are considered for the uniaxial compression of concrete and under three-point bending. It is known that the destruction of such materials occurs on the descending branch of the load-displacement diagram. The attention of the presented resea...
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doaj-ebdf1cf96c3e4d8484d2e62af4ec10e42020-11-25T03:44:37ZengMDPI AGCrystals2073-43522020-10-011092192110.3390/cryst10100921Analysis of Concrete Failure on the Descending Branch of the Load-Displacement CurveGennadiy Kolesnikov0Institute of Forestry, Mining and Construction Sciences, Petrozavodsk State University, Lenin pr., 33, 185910 Petrozavodsk, RussiaIn this paper, load-displacement and stress-strain diagrams are considered for the uniaxial compression of concrete and under three-point bending. It is known that the destruction of such materials occurs on the descending branch of the load-displacement diagram. The attention of the presented research is focused on the explanation of this phenomenon. Fracture mechanics approaches are used as a research tool. The method for determining effective stresses and modulus of elasticity of concrete based on the results of uniaxial compression tests has been substantiated. The ratios necessary for the calculation were obtained without any assumptions about the reinforcement of concrete and the mechanical properties of its components. However, the effect of these properties is considered indirectly, using the stress and strain peaks determined by standard concrete compression tests. It was found that the effective stresses increase both on the ascending branch and on the descending branch of the load-displacement diagram. This explains the destruction of concrete on the descending branch of the load-displacement diagram. The results of determining the stresses and modulus of elasticity under uniaxial compression are comparable with the results obtained in experiments known in the literature.https://www.mdpi.com/2073-4352/10/10/921concretestress-strain curveconcrete failuredamage of materialeffective modulus of elasticityeffective stress |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Gennadiy Kolesnikov |
spellingShingle |
Gennadiy Kolesnikov Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve Crystals concrete stress-strain curve concrete failure damage of material effective modulus of elasticity effective stress |
author_facet |
Gennadiy Kolesnikov |
author_sort |
Gennadiy Kolesnikov |
title |
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve |
title_short |
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve |
title_full |
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve |
title_fullStr |
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve |
title_full_unstemmed |
Analysis of Concrete Failure on the Descending Branch of the Load-Displacement Curve |
title_sort |
analysis of concrete failure on the descending branch of the load-displacement curve |
publisher |
MDPI AG |
series |
Crystals |
issn |
2073-4352 |
publishDate |
2020-10-01 |
description |
In this paper, load-displacement and stress-strain diagrams are considered for the uniaxial compression of concrete and under three-point bending. It is known that the destruction of such materials occurs on the descending branch of the load-displacement diagram. The attention of the presented research is focused on the explanation of this phenomenon. Fracture mechanics approaches are used as a research tool. The method for determining effective stresses and modulus of elasticity of concrete based on the results of uniaxial compression tests has been substantiated. The ratios necessary for the calculation were obtained without any assumptions about the reinforcement of concrete and the mechanical properties of its components. However, the effect of these properties is considered indirectly, using the stress and strain peaks determined by standard concrete compression tests. It was found that the effective stresses increase both on the ascending branch and on the descending branch of the load-displacement diagram. This explains the destruction of concrete on the descending branch of the load-displacement diagram. The results of determining the stresses and modulus of elasticity under uniaxial compression are comparable with the results obtained in experiments known in the literature. |
topic |
concrete stress-strain curve concrete failure damage of material effective modulus of elasticity effective stress |
url |
https://www.mdpi.com/2073-4352/10/10/921 |
work_keys_str_mv |
AT gennadiykolesnikov analysisofconcretefailureonthedescendingbranchoftheloaddisplacementcurve |
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