Soft computing techniques for the evaluation of ASR affected concrete


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The evaluation of the degradation in ASR affected concrete is commonly based on the induced expansion level. In terms of the physical effects on concrete material, ASR causes expansion, cracking and changes in mechanical properties. All these effects consequently contribute to the degradation of serviceability, durability, and load carrying capacity of the concrete structures. 


  • ASR and its effect on concrete mechanical properties
  • Empirical models for elastic modulus evaluation
  • Factors affecting the reduction of elastic modulus due to ASR
  • Proposed approaches: Soft computing
  • Data collection, results and discussion
  • Design of graphical user interface
  • Conclusion of future work
Presenter: Dr Yanh Yu l Research Associate, School of Civil and Enviromental, University of Technology Sydney

Total viewing time - 11 min

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