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Numerical prediction of the effects of miniature channel shaped scratches on the fracture behaviour of wires for civil engineering applications using finite element analysis

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Języki publikacji
EN
Abstrakty
EN
The effects of the miniature channel-shaped scratches not detectable by the present inline electromagnetic defect detection system employed for wires’ surface defect detection on the fracture behaviour of the wires for civil engineering applications were investigated numerically. Finite element analysis revealed that both miniature channel-shaped across-the-thickness and across-the-width scratches change the fracture behaviour of the wires in terms of the fracture initiation locations and fracture process sequence. However, miniature across-the-thickness scratches does not affect the fracture shape of the wire while miniature across-the-width scratches changed the wires’ cup and cone fracture to a fracture shape with a predominantly flat fracture. These results provide an understanding of the fracture behaviour of wires with miniature scratches and serve as an alternative or a complimentary tools to experimental or fractographic failure analysis of wires with miniatures scratches which are difficult to carry out in the laboratory due to the sizes of the scratches.
Twórcy
  • School of Chemical Engineering and Advanced Materials, Newcastle University, United Kingdom
autor
  • School of Chemical Engineering and Advanced Materials, Newcastle University, United Kingdom
Bibliografia
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  • 2. VANDER VOORT G. F., 1987. Visual Examination and Light Microscopy. ASM Handbook, Volume 12: Fractography, Pages 91-165, ASM web. www.asminternational.org, Assessed 15th July, 2013.
  • 3. SMITH G.D.W., AND EASTERLING K.E., 1993. Failure of Aircraft Target Towing Cables, Handbook of cases of histories in failure analysis, Vol 2, ASM International, ISBN: 0-87170-495-1.
  • 4. LOTHIAN E., HERMANN K., STEWART M., 1981. An Atlas of Metal Damage. Wolf Publishing Limited, ISBN 0 7234 07509.
  • 5. TORIBIO J., AND AYASO F. J., 2001. Fracture Performance of Progressively Drawn Pearlitic Steel under Triaxial Stress States. Materials Science, Volume 37, Number 5, Pages 707-717.
  • 6. TORIBIO J., VALIENTE A., 2006. Failure analysis of cold drawn eutectoid steel wires for prestressed concrete, Engineering Failure Analysis, 13 (3), pages 301-311.
  • 7. FELL BENJAMIN V., AND KANVINDE AMIT M., 2009. Recent fracture and fatigue research in steel structures, National Council of Structural Engineers Associations(NCSEA).http://www.structuremag.org/article. aspx?articleID=850, assessed 02/03/2012.
  • 8. SIMULIA, 2007. Abaqus documentation, Abaqus Incorporated, Dassault Systemes.
  • 9. HOOPUTRA H., GESE H., DELL, H., AND WERNER H., 2004. A Comprehensive Failure Model for Crashworthiness Simulation of Aluminium Extrusions. International Journal of Crashworthiness, Vol. 9, no.5, Pages 449–464.
  • 10. ADEWOLE K. K., BULL S. J., 2013. Prediction of the fracture performance of defect-free steel bars for civil engineering applications using finite element simulation. Construction and Building Materials, Volume 41, pages 9–14.
  • 11. ADEWOLE K. K., 2013. Identifi cation of Appropriate Micromechanical Fracture Model for Predicting Fracture Performance of Steel Wires for Civil Engineering Applications. Global Journal of Researches in Engineering, Civil And Structural Engineering. Volume 13 Issue Version 1.0, pages 25-34.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dd397972-1291-4f68-9546-cb7242a121f5
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