The Influence of the Initial Concrete Strength on its Deformation Under Triaxial Compression

Korsun, Volodymyr; Kalmykov, Yuriy; Niedoriezov, Andrii; Korsun, Artem

doi:10.1016/j.proeng.2015.08.190

Cited by 6 publications

(1 citation statement)

References 19 publications

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“…Miner's rule is not applicable for the multiaxial stress cases on concrete and had some limitations to determine the multiaxial amplitude fatigue. (Korsun et al, 2015) The study on the initial strength of concrete (150 mm Â 50 mm Â 150 mm) linear, volumetric, and the shear strain was performed under triaxial loading conditions. A special triaxial testing machine was used to apply high compressive stress and independent loading in three perpendicular directions.…”

Section: Apparatus and Loadingmentioning

confidence: 99%

A comprehensive experimental review of strain rate, size effect, creep and confinement in concrete: Part III

Ahmed

Park

Voyiadjis

2023

International Journal of Damage Mechanics

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A comprehensive review of destructive testing techniques to understand concrete behavior is presented in this work. The main objective of this article is to summarize the literature from the last three decades related to the following topics: 1) the size effect in plain and reinforced concrete, 2) the crack estimation and propagation in concrete under various loading conditions, 3) the determination of material properties of concrete using triaxial testing techniques, 4) the behavior of concrete under creep and early age shrinkage which eventually affect the properties of concrete and lastly 5) the strain rate effect in concrete using various experimental techniques such as Split Hopkinson pressure bar, impact loading, drop hammer and the literature related to cyclic loading on concrete. The scope of the presented work is limited to destructive testing related to the topics defined above. To completely understand the behavior of material, at least three aspects must be required: the material’s theoretical basics, experimental validation, and numerical implementation. The authors presented the review articles related to theoretical basics and numerical implementation in parts I and II of this article. The presented work is part III, which is related to experimental work. In the upcoming section, the research related to specific topics is presented, and a summary is provided at the end of each section. Finally, the future works and the research directions are shown in the conclusion section.

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Section: Apparatus and Loadingmentioning

confidence: 99%

A comprehensive experimental review of strain rate, size effect, creep and confinement in concrete: Part III

Ahmed

Park

Voyiadjis

2023

International Journal of Damage Mechanics

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Parameters Ensuring Smooth Passage of the Rolling Stock Along Turnouts of Railway Transport

Glusberg

Loktev

Korolev

et al. 2021

Lecture Notes in Mechanical Engineering

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Improvement of competitive edge of precast reinforced concrete by increasing the reliability level and quality control

Belentsov

Smirnova

Kazanskaya

2019

IOP Conf. Ser.: Mater. Sci. Eng.

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Improvement of the competitive edge of precast reinforced concrete is necessary to achieve due to the high quality and level of reliability. Previously, it can be concluded that there is significant potential to increase the level of reliability of precast structures by improving the quality of concrete and control. The advantages of precast concrete were considered in the paper. Changes of requirements of modern standards to the quality indicators of concrete strength including coefficient of variation of concrete strength properties were analysed. Assessment of the influence of the stability of precast reinforced concrete structures production due to such quality indicators as the coefficient of variation of the concrete strength and the accuracy of the cross section of precast elements was performed. The estimation of the variation coefficient of concrete strength from 9 to 13% in accordance with the changes in the modern regulatory documents was carried out in the paper. The results of the calculations show that the decrease of the reliability level takes place up to 30%.

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The Influence of the Initial Concrete Strength on its Deformation Under Triaxial Compression

Cited by 6 publications

References 19 publications

A comprehensive experimental review of strain rate, size effect, creep and confinement in concrete: Part III

A comprehensive experimental review of strain rate, size effect, creep and confinement in concrete: Part III

Parameters Ensuring Smooth Passage of the Rolling Stock Along Turnouts of Railway Transport

Improvement of competitive edge of precast reinforced concrete by increasing the reliability level and quality control

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