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Research on the Strength of Cost-Effective UHPC Material based on Size Effect

Yuchen Jin, Cheng Zhang, Hansheng Wang, Weishuo Xu, Hao Li
International Core Journal of Engineering, (2025), Vol.11, No.5, pp.422-425
Published: April 22, 2025
DOI: 10.6919/ICJE.202505_11(5).0048
PDF: Download Full Text PDF
Abstract

Conventional concrete exhibits a size effect in compressive strength testing, whereas ultra-high-performance concrete (UHPC) shares a closer composition with ordinary mortar. This study investigates the compressive strength of cubic specimens with dimensions of 70.7 mm × 70.7 mm × 70.7 mm and 100 mm × 100 mm × 100 mm, analyzing their strength at different curing ages and deriving a 28-day strength ratio coefficient. The findings provide detailed performance data for UHPC, supporting both engineering applications and experimental research.

Keywords: Size Effect; Compressive Strength; UHPC; Strength Ratio Coefficient; Engineering Applications.
APA Citation: Yuchen Jin, Cheng Zhang, Hansheng Wang, Weishuo Xu, Hao Li (2025). Research on the Strength of Cost-Effective UHPC Material based on Size Effect. International Core Journal of Engineering, 11(5), 422-425. https://doi.org/10.6919/ICJE.202505_11(5).0048

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