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Quantification of Influence of Epoxy Layer Between Interface Steel-Concrete on Calibration Curves for Modified Compact Tension Test

Quantification of Influence of Epoxy Layer Between Interface Steel-Concrete on Calibration Curves... AbstractThe objective of this study is to investigate the use of compact tension specimen calibration curves for evaluation data of fracture properties measurement performed on modified compact tension specimen made from cement based composites. From literature, the well-known calibration curve for compact tension specimen is compared with calibration curves for Modified compact tension specimen that are obtained from numerical calculation. The obtained results are quantified and accuracy of solution is discussed. The suggested curves could be preferably used for determining of the fracture parameters. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. de Gruyter

Quantification of Influence of Epoxy Layer Between Interface Steel-Concrete on Calibration Curves for Modified Compact Tension Test

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Publisher
de Gruyter
Copyright
© 2017 Stanislav Seitl et al., published by De Gruyter Open
ISSN
1804-4824
eISSN
1804-4824
DOI
10.1515/tvsb-2017-0033
Publisher site
See Article on Publisher Site

Abstract

AbstractThe objective of this study is to investigate the use of compact tension specimen calibration curves for evaluation data of fracture properties measurement performed on modified compact tension specimen made from cement based composites. From literature, the well-known calibration curve for compact tension specimen is compared with calibration curves for Modified compact tension specimen that are obtained from numerical calculation. The obtained results are quantified and accuracy of solution is discussed. The suggested curves could be preferably used for determining of the fracture parameters.

Journal

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. – de Gruyter

Published: Dec 1, 2017

References

  • of the mechanical behaviour of a high performance self - compacting concrete under drying Cement ISSN
    YURTDAS
  • Effect of the Load Eccentricity on Fracture Behaviour of Cementitious Materials Subjected to the Modified Compact Tension Test ISSN
    SEITL
  • On the stress distribution at the base of a stationary crack of Nr pp
    WILLIAMS
  • Alkali activated binders based concrete specimens : Length change and fracture tests ISSN
    BÍLEK
  • splitting test method : Quantification of influence of blues marble plates by two - parameter fracture mechanics ed Integrita Strutturale ISSN
    SEITL
  • splitting test method : Quantification of influence of blues marble plates by two - parameter fracture mechanics ed Integrita Strutturale ISSN
    SEITL
  • Determination of the fracture energy of mortar and concrete by means of three - point bend test on notched beams Material and Structures
    RILEM
  • Standard test method for measurement of fatigue crack growth rates Drive West Conshohocken United States
    ASTM
  • The use of quarter - point crack - tip elements forT - stress determination in boundary element method analysis Nr pp
    TAN
  • The stress Analysis of Cracks Handbook New York ISBN
    TADA
  • Determination of the fracture energy of mortar and concrete by means of three - point bend test on notched beams Material and Structures
    RILEM
  • The mixed - mode investigation of the fatigue crack in CTS metallic specimen of Nr pp
    MA
  • RADON Inherent stress biaxiality in various fracture specimen geometries of Nr pp
    LEEVERS
  • The influence of the epoxy interlayer on the assessment of failure conditions of push - out test specimens ISSN
    KLUSÁK
  • Effect of the Load Eccentricity on Fracture Behaviour of Cementitious Materials Subjected to the Modified Compact Tension Test ISSN
    SEITL
  • Finite element softwarewww ansys com
    ANSYS
  • Equipment and appropriate specimen shapes for tests to measure fracture values Austrian Patent AT No Patent Office
    TSCHEGG
  • of ISBN
    BORESI
  • Mixed mode fatigue crack propagation in railway wheel steel Procedia Structural Integrity Nr pp ISSN
    PEIXOTO
  • tool for engineering analysis of fracture in concrete Proceedings in
    ČERVENKA
  • Modified compact tension specimen for experiments on cement based materials : comparison of calibration curves from numerical solutions Frattura ed Integrità ISSN
    SEITL
  • On the stress distribution at the base of a stationary crack of Nr pp
    WILLIAMS
  • tool for engineering analysis of fracture in concrete Proceedings in
    ČERVENKA
  • Finite element softwarewww ansys com
    ANSYS
  • Effect of carbon nanotubes on the mechanical fracture properties of fly ash geopolymer
    ROVNANÍK
  • Component wedge - splitting / bending test of notched specimens enforcing various crack - tip constraint conditions : Experiments and simulations th International Conference on Fracture Mechanics of Concrete and Concrete Structures
    VESELÝ
  • The use of quarter - point crack - tip elements forT - stress determination in boundary element method analysis Nr pp
    TAN
  • Fracture of Composite Compact Tension Specimens for Testing and Materials
    SLEEPETZ
  • of ISBN
    BORESI
  • The mixed - mode investigation of the fatigue crack in CTS metallic specimen of Nr pp
    MA
  • Numerical Fracture Analysis of Compact Tension Specimens with Tortuous Crack Fronts Publications ISSN
    HORNÍKOVÁ
  • The stress Analysis of Cracks Handbook New York ISBN
    TADA
  • Young s modulus s ratio of concrete at high temperatures : Experimental investigations Materials ISSN
    BAHR
  • RADON Inherent stress biaxiality in various fracture specimen geometries of Nr pp
    LEEVERS
  • Standard test method for measurement of fatigue crack growth rates Drive West Conshohocken United States
    ASTM
  • Young s modulus s ratio of concrete at high temperatures : Experimental investigations Materials ISSN
    BAHR
  • Evaluation of elasticT - stress by the stress difference method Nr pp
    YANG
  • Component wedge - splitting / bending test of notched specimens enforcing various crack - tip constraint conditions : Experiments and simulations th International Conference on Fracture Mechanics of Concrete and Concrete Structures
    VESELÝ
  • Evaluation of elasticT - stress by the stress difference method Nr pp
    YANG
  • Fracture of Composite Compact Tension Specimens for Testing and Materials
    SLEEPETZ
  • Numerical Fracture Analysis of Compact Tension Specimens with Tortuous Crack Fronts Publications ISSN
    HORNÍKOVÁ
  • Numerical study of failure of cementitious composite specimens in modified compact tension fracture test Transactions of the VŠB - Technical University of Series paper
    VESELÝ
  • Fracture energy of natural fibre reinforced concrete Construction and Building Materials Nr pp ISSN
    MERTA
  • Equipment and appropriate specimen shapes for tests to measure fracture values Austrian Patent AT No Patent Office
    TSCHEGG
  • Alkali activated binders based concrete specimens : Length change and fracture tests ISSN
    BÍLEK
  • Modified compact tension specimen for experiments on cement based materials : comparison of calibration curves from numerical solutions Frattura ed Integrità ISSN
    SEITL
  • Numerical study of failure of cementitious composite specimens in modified compact tension fracture test Transactions of the VŠB - Technical University of Series paper
    VESELÝ
  • Fracture Structural Scientific Technical
    KARIHALOO
  • Fracture Structural Scientific Technical
    KARIHALOO
  • of the mechanical behaviour of a high performance self - compacting concrete under drying Cement ISSN
    YURTDAS
  • The influence of the epoxy interlayer on the assessment of failure conditions of push - out test specimens ISSN
    KLUSÁK
  • Effect of carbon nanotubes on the mechanical fracture properties of fly ash geopolymer
    ROVNANÍK
  • Mixed mode fatigue crack propagation in railway wheel steel Procedia Structural Integrity Nr pp ISSN
    PEIXOTO
  • Fracture energy of natural fibre reinforced concrete Construction and Building Materials Nr pp ISSN
    MERTA