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Both High Strength and High Ductility achieved with Concrete

  • Todd S. Rushing
  • , Jedadiah F. Burroughs
  • , Brett A. Williams
  • , William F. Heard
  • , Ravi Ranade
  • , Victor C. Li
  • Geotechnical and Structures Laboratory
  • University of Michigan, Ann Arbor

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Scopus citations

Abstract

A new cement-based composite material, High-Strength, High-Ductility Concrete (HSHDC), has been recently developed which overcomes the brittle limitations of most concretes and cementitious materials. The material exhibits very high compressive strength relative to other types of concrete, with values exceeding 160 MPa compared with 20-40 MPa for standard concretes. The main advantage of HSHDC is the capability for elongation and strain hardening in tension, with tensile strain capacity nearing 3.5%. HSHDC, developed through a collaborative research effort between the University of Michigan and the U.S. Army Engineer Research and Development Center, provides unique material properties with broad implications for high deflection, cyclic, and impact loadings. An overview of the micro-mechanics-based design principles and formulations of the new materials is presented. Material characterization included measurements of unconfined compressive strength, indirect tensile strength, and hardness. Results from these physical tests, along with microscopic images of the tested material, are reported and discussed.

Original languageEnglish
Title of host publicationSAMPE 2012 Conference and Exhibition
StatePublished - 2012
Event2012 SAMPE International Symposium and Exhibition - Emerging Opportunities: Materials and Process Solutions - Baltimore, MD, United States
Duration: May 21 2012May 24 2012

Publication series

NameInternational SAMPE Technical Conference

Conference

Conference2012 SAMPE International Symposium and Exhibition - Emerging Opportunities: Materials and Process Solutions
Country/TerritoryUnited States
CityBaltimore, MD
Period05/21/1205/24/12

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