Creep Coefficient for Self-Compacting Concrete (SCC)

Authors

DOI:

https://doi.org/10.22399/ijcesen.363

Keywords:

self-compacting concrete, modulus of elasticity, compressive strength, shrinkage, creep

Abstract

With the development of construction technology, self-compacting concrete has
started to be widely used in the construction of buildings. The specific properties of self
compacting concrete have made it particularly useful for concreting the structural
elements of high-rise buildings. The strains characteristics of concrete are important to
know both in the initial stage of concreting and in the long process, in order to take
measures to minimize their impact on cracking and reduction of structure elements.
In this regard we have conducted an experiment to investigate shrinkage strains and
creep strains in reinforced concrete beams as well as the determination of the creep
coefficient. Given that the shrinkage and creep strains are together, it is necessary to
separate the creep strains from the shrinkage strains to determine the creep coefficient.
For the realization of this separation, we have prepared the same samples which have
been used for the determination of shrinkage strains and samples which have been
inserted into the mechanisms for the realization of adequate force for the
determination of the creep strains.

 

Author Biographies

Hajdar SADIKU, University of Prishtina “Hasan Prishtina”

Vice Dean for Educational Issues at Faculty of Civil Engineering - University of Prishtina "Hasan Prishtina"

Gazmend NAFEZI, University of Prishtina “Hasan Prishtina”

Proffesor of Physics at University of Prishtina "Hasan Prishtina"

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Published

2024-07-23

How to Cite

SADIKU, H., KAMBERI, M., & NAFEZI, G. (2024). Creep Coefficient for Self-Compacting Concrete (SCC). International Journal of Computational and Experimental Science and Engineering, 10(3). https://doi.org/10.22399/ijcesen.363

Issue

Vol. 10 No. 3 (2024): IJCESEN

Section

Research Article

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