A Multiscale Meshfree Approach to Modeling Damage of Cor-Tuf without Fibers Using Fracture Energy Experiments

Abstract

Many continuum damage mechanics models for cementitious materials are typically phenomenological in design. Recent work has shown that a physics-based multiscale approach to modeling damage is efficient and effective. In order to use a multiscale approach, appropriate experimental data are necessary to model the microscale calculations that will then inform the continuum-scale calculations. This work uses the multiscale approach and experimentally determines the parameters necessary to model the microscale calculations. Notched three-point beam experiments were performed to determine the fracture energy of the ultra-high performance concrete known as Cor-Tuf. The fracture energy is then used by a simplified microscale calculation to determine a physics-based damage evolution equation that can be used in continuum-scale calculations. A meshfree method is used to show the usefulness of the newly determined damage evolution equation. Both a quasi-static application and a dynamic application are shown as examples.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Apr 08, 2019
Accession Number
AD1070537

Entities

People

  • Brett A. Williams
  • Jesse A. Sherburn
  • Paul Sparks
  • William F. Heard

Organizations

  • Engineer Research and Development Center

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Composite Materials
  • Computational Science
  • Concrete
  • Ecology
  • Engineering
  • Engineers
  • Equations
  • Experimental Data
  • High Performance Concrete
  • Materials
  • Materials Science
  • Mechanics
  • Microbalances
  • Multiscale Modeling
  • Personal Information Managers
  • Strain Rate
  • Three Dimensional

Fields of Study

  • Physics

Readers

  • Computational Fluid Dynamics (CFD)
  • Materials Science (Mechanical Engineering).