EVALUATION ON THE IMPACT OF AGGREGATE SIZES ON CONCRETE STRENGTH
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- Recommended for : Student Researchers
- NGN 3000
INTRODUCTION
It is common knowledge that coarse aggregate is crucial to the success of concrete. According to studies, changes in coarse aggregate can alter the strength and fracture qualities of concrete. Coarse aggregate generally makes up over one-third of the volume of concrete. Understanding the impacts of aggregate type, aggregate size, and aggregate content is necessary to anticipate the behavior of concrete under general loads. It is only after lengthy testing and observation that one may come to this insight. Regarding the impacts of coarse aggregate size on concrete, particularly the effects on fracture energy, there is a great deal of debate. According to several studies, the size of the aggregate has an impact on the fracture toughness of the material. Size is not anticipated to affect the fracture characteristics in some high-strength concretes when the coarse particles shatter during fracture, according to Jikwoyi and Biajin (2019). Compressive strength improves as the size of the coarse aggregate increases, according to tests done by Dudian (2016) . But the majority of other research are split. According to Ruiz (2016), increasing the aggregate size causes concrete's compressive strength to decline. Cook (1989) demonstrated that smaller-sized coarse aggregate yields greater strengths for a given water-to-cement ratio for compressive strengths over 69 MPa (10,000 psi). Although bigger coarse aggregates can be utilized to create high-strength concrete, it is widely accepted that coarse particles less than 12.5 mm (Y, in) are simpler to work with (ACI 363-95). The effects of coarse aggregate content on the fracture energy of concrete have not been well studied. According to the investigation by Jikwoyi and Biajin (2019), fracture energy rises as coarse aggregate content does. The area of the fracture surface grows as a result of the need for cracks to traverse around the coarse aggregate particles, which increases the energy need for crack propagation. On the impact of coarse aggregate content on the compressive strength of concrete, there is disagreement, nevertheless. While Bayasi and Zhou (1993) found minimal link between compressive strength and coarse aggregate content, Ruiz (1966) discovered that the compressive strength of concrete rises with an increase in coarse aggregate content until a critical volume is reached. This study discusses research that aims to better understand the part that coarse aggregate plays in the compressive, tensile, and fracture behaviors of concrete in light of the dispute.
BACKGROUND OF THE STUDY
The role of coarse aggregate in concrete is central to this report. While the topic has been under study for many years, an understanding of the effects of coarse aggregate has become increasingly more important with the introduction of high strength concretes, since coarse aggregate plays a progressively more important role in concrete behavior as strength increases. In normal-strength concrete, failure in compression almost exclusively involves debonding of the cement paste from the aggregate particles at what, for the purpose of this report, will be called the matrix-aggregate interface. In contrast, in high-strength concrete, the aggregate particles as well as the interface undergo failure, clearly contributing to overall strength. As the strength of the cement paste constituent of concrete increases, there is greater compatibility of stiffness and strength between the normally stiffer and stronger coarse aggregate and the surrounding mortar. Thus, microcracks tend to propagate through the aggregate particles since, not only is the matrix -aggregate bond stronger than in concretes of lower strength, but the stresses due to a mismatch in elastic properties are decreased. Thus, aggregate strength becomes an important factor in high-strength concrete. This report describes work that is aimed at improving the understanding of the role of aggregates in concrete. The variables considered are aggregate type, aggregate size, and aggregate content in normal and high-strength concretes. Compression, flexural, and fracture tests are used to better understand the effects aggregates have in concrete.
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