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Title: Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete

Author(s): Benjamin A. Graybeal

Publication: Materials Journal

Volume: 104

Issue: 2

Appears on pages(s): 146-152

Keywords: compressive strength; fiber-reinforced concrete; modulus of elasticity

DOI: 10.14359/18577

Date: 3/1/2007

Abstract:
An experimental program was conducted to determine the uniaxial compressive behaviors of an ultra-high performance fiber-reinforced concrete (UHPFRC). Cylinders were tested in compression and the results were analyzed to determine the strength, modulus of elasticity, strain capacity, and overall stress-strain behaviors of both untreated and steam-treated UHPFRC. The results show that this concrete exhibits exceptional compressive strength and enhanced stiffness. Predictor equations for the strength gain with time and the modulus of elasticity as a function of compression strength are presented. The linearity of the stress-strain response of this concrete is discussed and an equation for the ascending branch of the compressive stress-strain behavior is established.


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