Size Effect on Compressive Strength and Modulus of Elasticity in High Performance Concrete

Abstract:

This study undertook the research of size effect on compressive strength and modulus of elasticity, respectively. The parameters of this study are curing age and fly ash replacement ratio to investigate size effect of Type A (100mm x 200mm) and Type B (150mm x 300mm) specimens in high performance concrete. On this study, high performance concrete was fabricated with different FA contents of 10%, 20% and 30%. The measurements were performed on days 28 and 91.

• Periodical: Advanced Materials Research (Volumes 634-638)
• Pages: 2742-2745
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.634-638.2742
• Online since: January 2013
• Authors: Jeong Eun Kim, Wan Shin Park, Nam Yong Eom, Do Gyeum Kim, Jea Myoung Noh
• Keywords: Compressive Strength, Fly Ash (FA), High-Performance Concrete (HPC), Mixing Proportioning, Modulus of Elasticity, Replacement Ratio, Size Effect

References

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