Reduce hot spot stresses in welded connections of orthotropic steel bridge decks by using UHPC layer: Experimental and numerical investigation

[1]  M S Troitsky Orthotropic bridges theory and design , 1967 .

[2]  Wolfgang Fricke,et al.  Fatigue Analysis of Welded Components : Designer's Guide to the Hot-Spot Stress Approach , 2006 .

[3]  Ashish Bhargava Fatigue analysis of steel bridge details : hot spot stress approach , 2010 .

[4]  François Toutlemonde,et al.  Use of UHPFRC overlay to reduce stresses in orthotropic steel decks , 2013 .

[5]  Rong Liu,et al.  Hot spot stress analysis on rib–deck welded joint in orthotropic steel decks , 2014 .

[6]  Xudong Shao,et al.  Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs , 2016 .

[7]  Katelyn Jeanine Kitner A Study of Manufacturable Rib-to-Floor Beam Connections in Steel Orthotropic Bridge Decks , 2016 .

[8]  Bin Cheng,et al.  Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks , 2017 .

[9]  Xinghan Ye,et al.  Fatigue tests of welded connections between longitudinal stringer and deck plate in railway bridge orthotropic steel decks , 2017 .

[10]  Yuan Yuan,et al.  Fatigue Life Assessment of Orthotropic Steel Deck with UHPC Pavement , 2017 .

[11]  X. Shao,et al.  Static and fatigue properties of the steel-UHPC lightweight composite bridge deck with large U ribs , 2018, Journal of Constructional Steel Research.

[12]  Jun Luo,et al.  Transverse bending behavior of the steel-UHPC lightweight composite deck: Orthogonal test and analysis , 2019, Journal of Constructional Steel Research.

[13]  Zhi-wen Zhu,et al.  Fatigue behavior of orthotropic steel bridge stiffened with ultra-high performance concrete layer , 2019, Journal of Constructional Steel Research.

[14]  Y. Bao,et al.  Predicting weld root notch stress intensity factors for rib-to-deck welded joint under deck loading modes , 2019, International Journal of Fatigue.

[15]  Y. Bao,et al.  Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks , 2019, Journal of Constructional Steel Research.

[16]  Shiming Chen,et al.  Experimental study on fatigue performance of UHPC-orthotropic steel composite deck , 2019, Thin-Walled Structures.

[17]  Y. Bao,et al.  Fatigue performance of welded joint between thickened-edge U-rib and deck in orthotropic steel deck , 2019, Engineering Structures.

[18]  Y. Bao,et al.  Transverse fatigue behaviour of steel-UHPC composite deck with large-size U-ribs , 2019, Engineering Structures.

[19]  B. Cheng,et al.  Stringer Longitudinal Bending–Induced Fatigue Failure of Stringer-to-Floor Beam Welded Connections in Orthotropic Steel Railway Bridge Decks , 2019, Journal of Bridge Engineering.

[20]  Jianlei Liu,et al.  In Situ Experimental Study on the Behavior of UHPC Composite Orthotropic Steel Bridge Deck , 2020, Materials.