A procedure is proposed for identifying uniaxial stress-strain relationship in compressed concrete. By considering the specimen as a structure, the procedure identifies effective properties from experimental data. This involves a modification of traditionally identified uniaxial stress-strain relationship. Results are presented for cylinders of varying slenderness.
Experimental Procedure for Verifying Strain-Softening in Concrete
FERRETTI, ELENA
2004
Abstract
A procedure is proposed for identifying uniaxial stress-strain relationship in compressed concrete. By considering the specimen as a structure, the procedure identifies effective properties from experimental data. This involves a modification of traditionally identified uniaxial stress-strain relationship. Results are presented for cylinders of varying slenderness.File in questo prodotto:
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