Mija Hubler
Assistant Professor
Structural Engineering & Structural Mechanics • Materials Science & Engineering
303-735-1098

Office: ECOT 531

Education:

  • B.S. in Civil and Environmental Engineering, University of Illinois, Urbana-Champaign, IL, May2006
  • M.S. in Civil and Environmental Engineering, Cornell University, Ithaca, NY, May 2009
  • Ph.D. in Civil and Environmental Engineering, Northwestern University, Evanston, IL, December 2013
  • Postdoc, Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA, December 2014

Professional Affiliations: 

  • American Concrete Institute 
  • ASCE Engineering Mechanics Institute 

Interests:

  • Cementitious materials
  • Micro-structure quantification and design
  • Permeability
  • Fracture mechanics
  • Micro- and Meso- scale experimental testing and simulation techniques
  • Failure prediction of construction materials
  • Construction material health risks and toxicity

Latest Publications:

  1. M. H. Hubler, J. Gelb, and F.-J. Ulm, “Gas shale texture quantification and phase volume analysis from XRM imaging,” Journal of Nanomechanics and Micromechanics.  
  2. M. H. Hubler, F.-J. Ulm, “Size Effect Law for Scratch Tests of Axisymmetric Shape,” Journal of Engineering Mechanics. 142 (12), 2016.
  3. Q. Yu, J.-L. Le; M. H. Hubler; R. Wendner, G. Cusatis, and Z. Bažant, “Comparison of Main Models for Size Effect on Shear Strength of Reinforced and Prestressed Concrete Beams” Structural Concrete. 17(5), 2016.
  4. RILEM TC-242-MDC, “RILEM draft recommendation: TC-242-MDC multi-decade creep and shrinkage of concrete: material model and structural analysis*,” RILEM Mater. and Struc., 48(4), 2015.
  5. R. Wendner, M. Hubler, and Z. Bažant, “Model B4: An Updated Model for Multi-Decade Behavior,” RILEM Mater. and Struc., 2015.
  6. M. Hubler, R. Wendner, and Z. Bažant, “Model B4: An Improved Shrinkage Model for Modern Concretes,” RILEM Mater. and Struc., 2015.
  7. R. Wendner, M. Hubler, and Z. Bažant, “Model B4: Statistical Justification and Calibration of Multi-Decade Prediction Model,” RILEM Mater. and Struc., 2015.
  8. Z. Bažant, R. Wendner, and M. Hubler, “Model B4: Prediction of Concrete Creep and Shrinkage in Analysis and Design of Structures,” RILEM Mater. and Struc., 2015.
  9. M. Hubler, R. Wendner, and Z. Bažant, “Extensive Concrete Creep and Shrinkage Database – Analysis and Recommendations for Testing and Reporting,” ACI Mat. J, 2015.
  10. Z. Bažant and M. H. Hubler, “Theory of Cyclic Creep of Concrete Based on Paris Law for Fatigue Growth of Subcritical Microcracks,” JMPS 2013, 63, pg. 187-200.