A Experimental Study of UMF on Compressive Strength of Concrete Containing Quartz
Publish place: 13th International Congress on Civil Engineering
Publish Year: 1402
Type: Conference paper
Language: English
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Document National Code:
ICCE13_231
Index date: 13 December 2023
A Experimental Study of UMF on Compressive Strength of Concrete Containing Quartz abstract
This study aimed to evaluate the impact of applying a Uniform Magnetic Field (UMF) with a density of 5000 Gauss to ready mixed and hardened concrete containing quartz sandstone coarse aggregates on compressive strength, flexural strength, and modulus of elasticity. The microstructure of the concrete was analyzed using scanning electron microscopy (SEM) images. Quartz sandstone is a piezoelectric mineral that generates an electric potential change under uniaxial loading, suggesting that the magnetic field may affect the piezoelectric properties of quartz aggregates in concrete. The study used quartz sandstones with nominal maximum sizes of 10 and 25 mm in ratios of 40 and 60 by total volume, respectively, with a water-cement ratio of 0.4 for concrete mixes. Compressive strength tests were conducted on both cubic and cylindrical concrete samples to investigate the direction of compressive load and UMF. A magnetic solenoid made with 1100 turns copper wires with a diameter of 1.35 mm was used to produce magnetic flux density close to 5000 G. The results showed that applying UMF to ready mixed and hardened concrete increased cubic compressive strengths by up to 16.43% and 21.81%, respectively, while cylindrical compressive strengths were enhanced by up to 17.27% and 24.70%, respectively.
A Experimental Study of UMF on Compressive Strength of Concrete Containing Quartz Keywords:
Uniform magnetic field , Quartz sandstone , Compressive strength of concrete , Magnetic solenoid , Piezoelectricity.
A Experimental Study of UMF on Compressive Strength of Concrete Containing Quartz authors
Majid Taheri
Ph.D. in Civil Engineering, Semnan University
Omid Rezaifar
Prof., Department of Civil Engineering, Semnan University
Ali Kheyroddin
Prof., Department of Civil Engineering, Semnan University