The Behavior of a Model of Plain Concrete Subject to Compression-tension and Tension-tension Biaxial Stresses
Author: Nicholas J. Carino
Publisher:
Published: 1974
Total Pages: 314
ISBN-13:
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Author: Nicholas J. Carino
Publisher:
Published: 1974
Total Pages: 314
ISBN-13:
DOWNLOAD EBOOKAuthor: Mohammed Ebrahim Tasuji
Publisher:
Published: 1976
Total Pages: 252
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DOWNLOAD EBOOKAuthor: American Concrete Institute
Publisher:
Published: 1986
Total Pages: 594
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DOWNLOAD EBOOKAuthor: Yasar Atan
Publisher:
Published: 1971
Total Pages: 210
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DOWNLOAD EBOOKAuthor: Oral Buyukozturk
Publisher:
Published: 1970
Total Pages: 472
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DOWNLOAD EBOOKAuthor: Donald Melson Hurley
Publisher:
Published: 1967
Total Pages: 264
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DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1976
Total Pages: 464
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DOWNLOAD EBOOKAuthor: Jon Charles Herrin
Publisher:
Published: 1982
Total Pages: 164
ISBN-13:
DOWNLOAD EBOOKThe 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.