Constitutive property behavior of an ultra-high-performance concrete with and without steel fibers

Computers and Concrete

Volumn 7, Issue 2, 2010, Pages 191-202

  Williams, E M ^a   Graham, S S ^a   Akers, S A ^a   Reed, P A ^a   Rushing, T S ^a  

^a U S ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Mechanical response; Steel fibers; Ultra high performance concrete

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE MIXTURES; CONCRETES; FIBERS; MIXTURES; STEEL FIBERS; TENSILE STRENGTH;

CONSTITUTIVE PROPERTIES; HYDROSTATIC COMPRESSION; LABORATORY INVESTIGATIONS; MAXIMUM PRINCIPAL STRESS; MECHANICAL RESPONSE; ULTRA HIGH PERFORMANCE; ULTRA HIGH PERFORMANCE CONCRETES; UNCONFINED COMPRESSIVE STRENGTH;

HIGH PERFORMANCE CONCRETE;

EID: 79953078415     PISSN: 15988198     EISSN: None     Source Type: Journal    
DOI: 10.12989/cac.2010.7.2.191     Document Type: Article

References (5)

1. American Society for Testing and Materials (2009), Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances, Designation D 4543-04, Philadelphia, PA: American Society for Testing and Materials.
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3. American Society for Testing and Materials (2009), Standard test method for laboratory determination of water (moisture) content of soil and rock by mass, Designation D 2216-05, Philadelphia, PA: American Society for Testing and Materials.
4. American Concrete Institute (2002), Building code requirements for structural concrete and commentary, ACI Committee Report 318, Detroit, MI: American Concrete Institute.
5. Bishop, A.W. and D.J. Henkel (1962), The measurement of soil properties in the triaxial test, London, Edward Arnold, Ltd.