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Fatigue crack repair by TIG-remelting

al-Karawi, Hassan, 1993 (author)
Chalmers tekniska högskola,Chalmers University of Technology
Manai, Asma, 1990 (author)
Chalmers tekniska högskola,Chalmers University of Technology
al-Emrani, Mohammad, 1967 (author)
Chalmers tekniska högskola,Chalmers University of Technology
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von Bock und Polach, R. U.Franz (author)
Technische Universität Hamburg-Harburg (TUHH),Technical University of Hamburg (TUHH)
Friedrich, Nils (author)
Technische Universität Hamburg-Harburg (TUHH),Technical University of Hamburg (TUHH)
Hedegård, Joakim (author)
Swerim AB
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 (creator_code:org_t)
ISBN 9780367232788
CRC Press, 2021
2021
English.
In: Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations Proceedings of the Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), June 28-July 2, 2020, Sapporo, Japan. - : CRC Press. - 9780367232788 - 9780367232788 ; , s. 3120-3127
  • Conference paper (peer-reviewed)
Table of contents Abstract Subject headings
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  • Fatigue is one of the most detrimental problems that often limit the service life of steel bridges. Because of that, different post-weld treatment methods have been studied to extend the fatigue life and repair any existing cracks resulted from the traffic loading. The aim of this paper is to study the fatigue life extension of cracked structures by means of Tungsten Inert Gas (TIG) remelting. Fatigue tests were conducted at a stress ratio of 0.29 on a transverse attachment of 16 mm, thick-walled specimens. The specimens were instrumented with multiple strain gauges along the weld to detect the strain drop caused by crack growth. The specimens were pre-fatigued until a crack of around 1 mm- deep was obtained at the weld toe. After crack detection, the weld toes were treated by TIG-remelting to remove any existing cracks and to reduce the local stress concentration. The weld parameters were controlled so that the fusion depth was always larger than the crack depth. A substantial fatigue life extension could be achieved and the testing led to ran-out after 10 million cycles, which was attributed to the improvement in geometry and residual stress. Weld toe radius was measured before and after treatment by a laser scanner. Hole drilling was used to measure the residual stresses in as-welded state and after TIG-remelting. In this paper, a fatigue damage model is also presented. It is shown that the model gives a good prediction of the effect of TIG-treatment in repairing fatigue loaded welded details.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Maskinteknik -- Teknisk mekanik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Mechanical Engineering -- Applied Mechanics (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Materialteknik -- Bearbetnings-, yt- och fogningsteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Materials Engineering -- Manufacturing, Surface and Joining Technology (hsv//eng)
TEKNIK OCH TEKNOLOGIER  -- Materialteknik -- Annan materialteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Materials Engineering -- Other Materials Engineering (hsv//eng)

Keyword

TIG remelting, Fatigue crack, crack repair

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