Non-Destructive Evaluation of Surface Residual Stresses in Shot-Peened Steels

Çalışkan, Salim
Gür, Cemil Hakan


Non-destructive evaluation of residual stresses in the multi-pass steel weldments
Erian, Gökhan; Gür, Cemil Hakan; Batıgün, Caner; Department of Metallurgical and Materials Engineering (2012)
The purpose of this thesis is non-destructive determination of residual stress state in the multi-pass welded steel plates by Magnetic Barkhausen Noise (MBN) technique. To control the effectiveness of the developed procedure, continuous MBN measurements on the heat affected zone and parent metal of the welded plates were performed. In the experimental part, various steel plates were welded with different number of weld passes. Various series of samples were prepared for residual stress and for angular defle...
Non-destructive Monitoring of Salt Weathering in Dolostone
Tavukçuoğlu, Ayşe; Erol, Fatıma; Çetin, Özlem; Karahan Dağ, Fulya (2017-05-15)
Non-destructive examination of stone masonry historic structures-quantitative ir thermography and ultrasonic velocity
Akevren, Selen; Tavukçuoğlu, Ayşe; Department of Building Science in Architecture (2010)
The in-situ examination of historical structures for diagnostic and monitoring purposes is a troublesome work that necessitates the use of non-destructive investigation (NDT) techniques. The methods of quantitative infrared thermography (QIRT) and ultrasonic testing have distinct importance in this regard. The key concern of the study was developing the in-situ use of QIRT for assessment of stone masonry wall sections having different sublayer(s) and failures. For that purpose, the non-destructive in-situ s...
Sucuoğlu, Haluk (1989-06-01)
Tunnel linings are generally analysed transversally as a plane strain problem. Very little attention is given to the flexural behaviour which may occur in the longitudinal direction as a result of settlements along the tunnel. Longitudinal bending is ignored, on the assumption that the settlement will be small and that the linings possess suficient flexibility to cope with the settlements without producing high stresses. This Paper presents an analytical study of the flexure-induced deformations and stresse...
Non-linear analysis of concrete tunnel lining, in Cohesionless soils.
Torun, Bulent; Department of Civil Engineering (1979)
Citation Formats
S. Çalışkan and C. H. Gür, “Non-Destructive Evaluation of Surface Residual Stresses in Shot-Peened Steels,” 2018, Accessed: 00, 2021. [Online]. Available: