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Behavior of Concrete Under Triaxial Compressive-Compressive-Tensile Stresses

Behavior of Concrete Under Triaxial Compressive-Compressive-Tensile Stresses

Abstract

Seventy-nine 10 x 10 x 55-cm prisms for triaxial compression-compression-tension specimens were tested. The tests were taken in a special device containing 2 compression testing apparatus to exert lateral compressive loadings and an ordinary universal material-testing machine to exert longitudinal tensile loading. One 3 mm fluorine-based resin sheet (Teflon) was used as a friction-reducing pad. Test results of strength and stress-strain relationships are analyzed, and formulas of concrete strength are suggested. Failure modes of specimens are also described.

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Powered by OpenAIRE graph
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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
1
Average
Average
Average
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