Experimental fatigue assessment of connections between plate-type longitudinal ribs and non-slit transverse ribs in orthotropic steel decks

Author(s):  
Koichi Yokozeki ◽  
Tomonori Tominaga ◽  
Chitoshi Miki
2010 ◽  
Vol 66 (1) ◽  
pp. 79-91 ◽  
Author(s):  
Susumu INOKUCHI ◽  
Hironori ISHII ◽  
Tsutomu ISHIGAKI ◽  
Hirofumi MAENO ◽  
Takanori SUMI ◽  
...  

2014 ◽  
Vol 1025-1026 ◽  
pp. 17-23
Author(s):  
Huang Yun ◽  
Qing Hua Zhang ◽  
Yi Zhi Bu ◽  
He Liang Liu ◽  
Shao Lin Yang

Fatigue tests for full-scale orthotropic steel decks were conducted to evaluate and validate the fatigue performance of welded and bolted splice joints of longitudinal ribs. The test results indicated that the fatigue properties of two splice joints met the design requirements. The bolted splice joints whose principal tensile stress was largely lower than welded splice joints under the same loading conditions appeared to have superior fatigue resistance to the welded one. No fatigue cracks were detected among all the specimens and the principal tensile stress of measuring points had few changes during the whole fatigue tests. Systematic analysis of test data showed that bolted splice joints appeared to be more reasonable for improving the fatigue performance of longitudinal ribs.


1991 ◽  
Vol 1991 (169) ◽  
pp. 311-318 ◽  
Author(s):  
Junkichi Yagi ◽  
Susumu Machida ◽  
Yasumistu Tomita ◽  
Masaaki Matoba ◽  
Testuro Kawasaki

2011 ◽  
Author(s):  
Jarek Krajewski ◽  
Sebastian Schnieder ◽  
Martin Golz ◽  
Thomas Schnupp ◽  
Christian Heinze

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