A New Way of Predicting Elastic Modulus of Normal and High Strength Concrete - Fuzzy Logic

This paper presents a new fuzzy approach to predict elastic modulus of both normal strength concrete and high strength concrete Numerical investigation is carried out and the fuzzy results are compared with those of test data and some other available in literature. The numerical results reveal a good agreement between the test and fuzzy results. To have an objective comparison of the performance of the models against the experimental results, the error measure of the root mean square error was computed for each model. The variances were computed for each model and experiment.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00088846
• Authors:
  • Demir, Fuat
• Publication Date: 2005-8

Language

• English

Media Info

• Media Type: Print
• Features: Figures; References; Tables;
• Pagination: pp 1531-1538
• Serial:
  • Cement and Concrete Research
  • Volume: 35
  • Issue Number: 8
  • Publisher: Elsevier
  • ISSN: 0008-8846
  • Serial URL: http://www.sciencedirect.com/science/journal/00088846

Subject/Index Terms

• TRT Terms: Compressive strength; Concrete; Fuzzy logic; High strength concrete; Modulus of elasticity
• Uncontrolled Terms: Normal strength concrete
• Subject Areas: Highways; Materials; I32: Concrete;

Filing Info

• Accession Number: 01004540
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 3 2005 8:31AM