Development of a new steel plate possessing self-suppression effect for fatigue-crack propagation and properties of welded joints

2006 ◽  
Vol 20 (1) ◽  
pp. 22-26
Author(s):  
N Konda ◽  
K Arimochi ◽  
K Fujiwara ◽  
K Onishi ◽  
M Yamashita
Keyword(s):  
Fatigue Crack ◽  
Crack Propagation ◽  
Fatigue Crack Propagation ◽  
Welded Joints ◽  
Steel Plate ◽  
Suppression Effect

scholarly journals Development of New Steel Plate Posessing Self-Suppression Effect for Fatigue-Crack Propagation and Properties of Welded Joints

2005 ◽  
Vol 74 (4) ◽  
pp. 201-204 ◽  
Author(s):  
Noboru KONDA ◽  
Kazuki FUJIWARA ◽  
Kazushige ARIMOCHI ◽  
Kazushi OONISHI ◽  
Masato YAMASHITA
Keyword(s):  
Fatigue Crack ◽  
Crack Propagation ◽  
Fatigue Crack Propagation ◽  
Welded Joints ◽  
Steel Plate ◽  
Suppression Effect

Fatigue Crack Propagation Limit Curves for S690QL and S960M High Strength Steels and their Welded Joints

2018 ◽  
Vol 1146 ◽  
pp. 44-56 ◽  
Author(s):  
János Lukács ◽  
Ádám Dobosy ◽  
Marcell Gáspár
Keyword(s):  
Fatigue Crack ◽  
Fatigue Crack Growth ◽  
Crack Propagation ◽  
Crack Growth ◽  
Fatigue Crack Propagation ◽  
Welded Joints ◽  
High Strength Steels ◽  
High Strength ◽  
Base Materials ◽  
Propagation Limit

The objective of the paper is to present the newest results of our complex research work. In order to determination and comparison of the fatigue resistance, fatigue crack growth tests were performed on different grades of S690QL quenched and tempered, and S960TM thermomechanically rolled high strength steels.15 mmand30 mmthick base materials were used for our investigations. Welded joints were made from these base materials, using gas metal arc welding with matching, overmatching, and undermatching filler metals. In the paper, the performance of the welding experiments will be presented, especially with the difficulties of the filler material selection; along with the results of the fatigue crack growth examinations executed on the base materials and its welded joints. Statistical aspects were applied both for the presenting of the possible locations of the cracks in the base materials and the welded joints and for the processing of the measured data. Furthermore, the results will be compared with each other, and the possibility of derivation of fatigue crack propagation limit curves will be referred.

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