Deformational behaviour of concrete specimens in uniaxial compression under different boundary conditions

This paper reports experimental data produced by a series of uniaxial compression tests on cylindrical specimens of concrete. The specimens were tested under four different boundary conditions, with their deformational behaviour carefully recorded to study the ensuing strain-softening behaviour.

Saved in:
Bibliographic Details
Published in:Cement and concrete research 2000, Vol.30 (1), p.153-159
Main Authors: Zisopoulos, P.M., Kotsovos, M.D., Pavlovic, M.N.
Format: Article
Language:English
Subjects:
Applied sciences
BOUNDARY CONDITIONS
Buildings. Public works
COMPRESSION STRENGTH
Compressive strength
Concrete
CONCRETES
Concretes. Mortars. Grouts
DEFORMATION
Degradation
Exact sciences and technology
FRICTION
Materials
MATERIALS SCIENCE
Mechanical properties
Properties and performance tests of mortar and hardened concrete
STRAIN GAGES
STRAIN SOFTENING
STRAINS
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:This paper reports experimental data produced by a series of uniaxial compression tests on cylindrical specimens of concrete. The specimens were tested under four different boundary conditions, with their deformational behaviour carefully recorded to study the ensuing strain-softening behaviour.
ISSN:0008-8846
1873-3948
DOI:10.1016/S0008-8846(99)00227-6