A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of a High Strength Concrete Model Subjected to Biaxial Compression
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.
Behavior of a High Strength Concrete Model Subjected to Biaxial Compression
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.
Behavior of a High Strength Concrete Model Subjected to Biaxial Compression
J. C. Herrin (author) / R. L. Carrasquillo (author) / D. W. Fowler (author)
1982
164 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , Concrete , High strength , Models , Mechanical properties , Compressive properties , Biaxial stresses , Loads(Forces) , Stress strain relations , Failure , Plates , Disks , Elastic properties , High strength concrete , Test specimens , Biaxial compression
Behavior of High-Performance Concrete Subjected to Biaxial Tension-Compression Stresses
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Strength of concrete under biaxial compression
| Engineering Index Backfile | 1965
Strength of concrete under biaxial compression
| Engineering Index Backfile | 1965