Monitoring and enhanced fatigue evaluation of a steel railway bridge

2010 ◽  
Vol 32 (3) ◽  
pp. 854-863 ◽  
Author(s):  
John Leander ◽  
Andreas Andersson ◽  
Raid Karoumi
2014 ◽  
Vol 10 (2) ◽  
pp. 105-110
Author(s):  
Jozef Gocál ◽  
Richard Hlinka ◽  
Jozef Jošt ◽  
František Bahleda

Abstract The paper deals with the real behaviour of the riveted steel railway bridge deck members’ connections with respect to their bending stiffness. Attention is paid to the stringer-to-cross beam connection as well as the cross beam-to-main girder connection. The stiffness of the two connections is investigated on the basis of evaluation of the experimentally determined stress response of the observed structural members to the actual traffic load on an existing railway bridge.


2017 ◽  
Vol 199 ◽  
pp. 3053-3058 ◽  
Author(s):  
Tomáš Plachý ◽  
Michal Polák ◽  
Pavel Ryjáček

2014 ◽  
Vol 43 (6) ◽  
pp. 20140049 ◽  
Author(s):  
Ozden Caglayan ◽  
Kadir Ozakgul ◽  
Ovunc Tezer ◽  
Filiz Piroglu

2011 ◽  
Vol 33 (2) ◽  
pp. 635-646 ◽  
Author(s):  
Joakim Wallin ◽  
John Leander ◽  
Raid Karoumi

Sign in / Sign up

Export Citation Format

Share Document