Title:
Factors Affecting the Stress-Strain Relation
of Concrete in Uniaxial Tension
Author(s):
Karol Komlos
Publication:
Journal Proceedings
Volume:
66
Issue:
2
Appears on pages(s):
111-114
Keywords:
aggregate-cement ratio; aggregate gradation; aggregates; curing; loading rates; particle size distribution; plain concrete; research; specimens; strains; stress-strain relationships; tensile stress; water-cement ratio.
DOI:
10.14359/7347
Date:
2/1/1969
Abstract:
The strain properties of concrete under uniaxial tensile stress are studied and factors influencing the stress-strain relation are discussed. The influence of six factors; aggregate cement ratio, aggregate grading, water-cement ratio, curing conditions, specimen length, and loading rate are examined. The test data show that with the exception of aggregate grading, all the above factors infl uence to some degree the stress-strain relation of concrete under uniaxial tension.