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Abstrakty
The reverse bending and straightening test is conducted on wires used for civil engineering applications to detect laminations which can pose a threat to the integrity of the wires. The FE simulations of the reverse bending and straightening of wires with laminations revealed that the reverse bending and straightening test is only effective in revealing or detecting near-surface laminations with lengths from 25mm located up to 30% of the wire’s thickness and may not be an effective test to detect mid-thickness, near-mid-thickness, and short near-surface laminations with lengths below 15mm. This is because wires with mid-thickness, near-mid-thickness and short nearsurface laminations will pass through the reverse bending and straightening procedures without fracturing and therefore mid-thickness, near-mid-thickness and short near-surface laminations may go undetected. Consequently, other in-line non destructive testing methods might have to be used to detect mid-thickness, near-mid-thickness and short near-surface laminations in the wires.
Czasopismo
Rocznik
Tom
Strony
423--439
Opis fizyczny
Bibliogr. 9 poz., il., tab.
Twórcy
autor
- School of Chemical Engineering and Advanced Materials, Newcastle University, Newcastle upon Tyne, United Kingdom
autor
- School of Chemical Engineering and Advanced Materials, Newcastle University, Newcastle upon Tyne, United Kingdom
Bibliografia
- 1. B.O SMITH, A.P.H. JENNING, A.G GRIMSHAW. A portable lamination detector for steel sheet, The British Iron and Steel Research Association, Battersea Park Road, London, 1957.
- 2. United States Bureau of Reclamation. Prestressed Concrete Pipe Failure Jordan Aqueduct, Reach 3”. All U.S. Government Documents (Utah Regional Depository) 1994. Paper 284. http://digitalcommons.usu.edu/govdocs/284.
- 3. K. K ADEWOLE. Finite Element Simulation of the Reverse Bending and Straightening of Steel Bars Used For Civil Engineering Applications. Global Journal of Researches in Engineering: Civil And Structural Engineering, 12, 4, 1.0, 1-10, 2012.
- 4. K. K ADEWOLE. Determination of the Appropriate Plasticity Hardening Model for the Simulation of the Reverse Bending and Straightening of Wires for Civil Engineering Applications. Global Journal of Researches in Engineering: Civil And Structural Engineering, 13, 3, 1.0, 43-53, 2013.
- 5. K. K. ADEWOLE. 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, 13, 3, 1.0, 24-33, 2013.
- 6. K. K. ADEWOLE, S. J BULL. Prediction of the fracture performance of defect-free steel bars for civil engineering applications using finite element simulation. Construction and Building Materials, 41, 9–14, 2013.
- 7. K. K. ADEWOLE. Finite Element Simulation of the Reverse Bending and Straightening of Steel Bars Used For Civil Engineering Applications. Global Journal of Researches in Engineering: Civil And Structural Engineering, 12, 4, 1.0, 1-10, 2012.
- 8. P. GILLSTROM, M. JARL. Mechanical descaling of wire rod using reverse bending and brushing, Journal of Material Processing Technology, 172, 3, 332-334, 2006.
- 9. V. TVERGAARD. Ductile shear failure at the surface of a bent specimen. Mech. Mater., 6, 53-69, 1987.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dd5bbf45-6518-469d-b770-230d383a094f