Effect of confining pressure on modeling high early strength concrete under uniaxial loading

Bohwan Oh, Hong C. Rhim, Hyo Seon Park

Research output: Contribution to journalArticle

Abstract

Better understanding of concrete behavior is beneficial to the determination of concrete strength and detection of cracking using nondestructive testing techniques such as ultrasonic and acoustic emission. For advanced nondestructive evaluation of high early strength concrete under triaxial compression loading, stress-strain relationship in axial as well as in radial directions needs to be described in explicit form. This paper presents empirical models developed for high early strength concrete under active confinement to explore the effect of confining pressure. Empirical model for axial stress-strain relationship is determined first. Transverse deformation model is automatically generated from the given axial stress-strain model using plastic strain rate. Parameters used in the model are identified and their recommended values are provided. Compressive strength of 24 MPa and 45 MPa concretes are considered along with four different levels of confining pressures.

Original languageEnglish
Pages (from-to)367-370
Number of pages4
JournalKey Engineering Materials
Volume321-323 I
Publication statusPublished - 2006 Oct 12

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Concretes
Acoustic emissions
Nondestructive examination
Compressive strength
Strain rate
Plastic deformation
Compaction
Ultrasonics

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Chemical Engineering (miscellaneous)

Cite this

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Effect of confining pressure on modeling high early strength concrete under uniaxial loading. / Oh, Bohwan; Rhim, Hong C.; Park, Hyo Seon.

In: Key Engineering Materials, Vol. 321-323 I, 12.10.2006, p. 367-370.

Research output: Contribution to journalArticle

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