BIAXIAL TENSILE WEAKENING EFFECT OF THE STONY-GRAIN CONCRETE

BIAXIAL TENSILE WEAKENING EFFECT OF THE STONY-GRAIN CONCRETE[J]. MECHANICS IN ENGINEERING, 1998, 20(6): 45-50. DOI: 10.6052/1000-0992-1999-368

Citation:

BIAXIAL TENSILE WEAKENING EFFECT OF THE STONY-GRAIN CONCRETE[J]. MECHANICS IN ENGINEERING, 1998, 20(6): 45-50. DOI: 10.6052/1000-0992-1999-368

Citation:

BIAXIAL TENSILE WEAKENING EFFECT OF THE STONY-GRAIN CONCRETE[J]. MECHANICS IN ENGINEERING, 1998, 20(6): 45-50. DOI: 10.6052/1000-0992-1999-368

Abstract

This paper shows from the experimental data that the concrete′s strength under the biaxial tension is lower than its uniaxial tensile strength. The weakening effect reaches 15%～30%. This is an important problem for the modern large span reinforced concrete plate and shell structure.

FullText(HTML)

Turn off MathJax

Article Contents

Export File