Conventional Concrete and UHPC Performance–Damage Relationships Identified Using Computed Tomography-Reference-Cited by-同舟云学术

Conventional Concrete and UHPC Performance–Damage Relationships Identified Using Computed Tomography

Published:2016-12 Issue:12 Volume:142 Page:04016101
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Oesch Tyler S.¹,Landis Eric N.²,Kuchma Daniel A.³

Affiliation:

1. Postdoctoral Fellow, Bundesanstalt für Materialforschung und –prüfung (Federal Institute for Materials Research and Testing), 12205 Berlin, Germany (corresponding author).

2. Frank M. Taylor Professor, Dept. of Civil and Environmental Engineering, Univ. of Maine, Orono, ME 04469.

3. Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001168

Reference41 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements of for structural concrete.” ACI 318-11 Farmington Hill MI.

2. ASTM. (2012). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M West Conshohocken PA.

3. Fracturing Rate Effect and Creep in Microplane Model for Dynamics

4. A quantitative comparison of the capabilities of in situ computed tomography and conventional computed tomography for damage analysis of composites

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