Behavior Of A High Strength Concrete Model Subjected To Biaxial Compression
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Behavior of a high-strength concrete model subjected to biaxial compression
Author | : Jon Charles Herrin |
Publisher | : |
Total Pages | : 164 |
Release | : 1982 |
Genre | : Concrete |
ISBN | : |
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The main purpose of the research project reported herein was to determine the stress-strain behavior, ultimate strength, and failure mechanism of high-strength concrete subjected to biaxial compression. Model concrete plate specimens, composed of nine aggregate discs embedded in a mortar matrix, were used. Three different strength and elastic properties were used in order to determine the effects of material properties on the behavior of high-strength concrete subjected to biaxial compression. The plate specimens were tested using four biaxial stress ratios: 0 (uniaxial), 02, 0.5, and 1.0. Deformations in both the major and minor principal directions were measured using Direct Current Differential Transducers. Stress-Strain characteristics, discontinuity, ultimate strength and failure modes in biaxial compression as a function of materials properties are discussed.
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