Development of Autogenous Shrinkage Deformation and Strength Parameters in Self-Consolidating Concrete with Light and Natural Aggregate

2Citations
Citations of this article
14Readers
Mendeley users who have this article in their library.

This article is free to access.

Abstract

The concrete during the curing exhibits volume changes caused by different factors: chemical reactions during hydration, surface drying, external temperature or carbonisation. Each aforementioned factor imposes different type of shrinkage that constitutes to the overall shrinkage of concrete. In case of the concretes with a low water/cement ratio, significant influence on the overall shrinkage has the autogenous shrinkage. This type of shrinkage is a result of self-desiccation that sucks out the water from capillary pores during the hydration. The article presents the results of the test on the autogenous shrinkage performer in accordance with modified ASTM C1581. To reduce the autogenous deformations caused by the shrinkage, the authors implemented internal curing by using presoaked lightweight aggregate. The tests were performed on cement mortars and self-consolidating concretes with water/cement ratio of w/c=0.28. The mortars were made with use of fine natural aggregate 0-2 mm and fly ash lightweight aggregate 0-4mm. To produce concrete authors used natural aggregate 0-2 mm and 2-8 mm and fly ash lightweight aggregates 0-4 mm and 4-8 mm. Designed self-consolidating mixes were tested to determine their rheological properties. The concrete compressive strength and tensile splitting strength was determined after 1, 3, 7 and 28 days. The autogenous deformations were registered every 500 s during 28 days. The shrinkage was determined on slab samples 35×150×1100 mm. The samples simulated linear expansion of ring specimen used in ASTM method. Study analyses the influence of the type of aggregate on the development of autogenous deformations and strength properties of young self-consolidating concretes. Studies have shown that presoaking of the light aggregate changes the development of deformation. Internal curing caused swelling instead of shrinkage during the hydration stage, reducing the overall autogenous shrinkage.

References Powered by Scopus

Effect of lightweight aggregate on minimizing autogenous shrinkage in self-consolidating concrete

27Citations
N/AReaders
Get full text

Influence of Eco-Friendly Mineral Additives on Early Age Compressive Strength and Temperature Development of High-Performance Concrete

12Citations
N/AReaders
Get full text

Prediction on autogenous shrinkage of self-consolidating concrete

2Citations
N/AReaders
Get full text

Cited by Powered by Scopus

Effect of curing methods on shrinkage development in 3D-printed concrete

72Citations
N/AReaders
Get full text

Shrinkage behavior of conventional and nonconventional concrete: A review

19Citations
N/AReaders
Get full text

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Cite

CITATION STYLE

APA

Zielinski, A., Kaszynska, M., Skibicki, S., & Olczyk, N. (2019). Development of Autogenous Shrinkage Deformation and Strength Parameters in Self-Consolidating Concrete with Light and Natural Aggregate. In IOP Conference Series: Materials Science and Engineering (Vol. 471). Institute of Physics Publishing. https://doi.org/10.1088/1757-899X/471/3/032019

Readers over time

‘19‘20‘21‘22‘23‘2401234

Readers' Seniority

Tooltip

PhD / Post grad / Masters / Doc 6

75%

Lecturer / Post doc 1

13%

Researcher 1

13%

Readers' Discipline

Tooltip

Engineering 6

75%

Medicine and Dentistry 1

13%

Chemistry 1

13%

Save time finding and organizing research with Mendeley

Sign up for free
0