Effect of Hydrate Failure in ITZs on the Initiation of Prepeak Nonlinearities of Concrete under Multiaxial Compression-Reference-Cited by-同舟云学术

Effect of Hydrate Failure in ITZs on the Initiation of Prepeak Nonlinearities of Concrete under Multiaxial Compression

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Schwaighofer Michael¹^ORCID,Königsberger Markus²^ORCID,Pichler Bernhard L. A.³^ORCID

Affiliation:

1. Ph.D. Student, Institute for Mechanics of Materials and Structures, TU Wien (Vienna Univ. of Technology), Karlsplatz 13/202, Vienna 1040, Austria. ORCID:

2. Postdoc, Dept. of Building, Archichtecture & Town Planning, Université Libre de Bruxelles, CP194/04, 50 Ave. F.D. Roosevelt, Brussels 1050, Belgium. ORCID:

3. Professor, Institute for Mechanics of Materials and Structures, TU Wien (Vienna Univ. of Technology), Karlsplatz 13/202, Vienna 1040, Austria (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002165

Reference61 articles.

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2. Acker, P. 2001. “Micromechanical analysis of creep and shrinkage mechanisms.” In Creep, shrinkage and durability mechanics of concrete and other quasi-brittle materials, 15–25. Cambridge, MA: Elsevier.

3. High-strength concrete subjected to triaxial compression;Ansari F.;Mater. J.,1998

4. A new approach to the application of Mori-Tanaka's theory in composite materials

5. A multiscale micromechanics-hydration model for the early-age elastic properties of cement-based materials