Stress–Strain Model for Geopolymer Mortar under Active Confinement

Author:

Rajeev Pathmanathan1ORCID,Kohees Mithaq2ORCID,Sanjayan Jay G.3

Affiliation:

1. Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia; Assistant Professor, Dept. of Civil Engineering, Al-Mustansiriyah Univ., Baghdad, Iraq. ORCID: .

3. Professor in Concrete Structures, Centre for Sustainable Infrastructure and Digital Construction, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. The processing, characterization, and properties of fly ash based geopolymer concrete;Al Bakri A. M.;Rev. Adv. Mater. Sci.,2012

2. Atkinson R. H. J. L. Noland D. P. Abrams and S. Mcnary. 1985. “A deformation failure theory for stack-bond brick masonry prisms in compression.” In Proc. 3rd North American Masonry Conf. edited by J. H. Mathys and J. G. Borchelt 577–592. Arlington TX: Univ. of Texas.

3. Balmer, G. G. 1949. Shearing strength of concrete under high triaxial stress: Computation of Mohr’s envelope as a curve, 26. Washington, DC: US Dept. of the Interior, Bureau of Reclamation.

4. Hourglass-shaped specimen: compressive strength of concrete and mortar (numerical and experimental analyses)

5. An analytical model for stress–strain behavior of confined concrete

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