Nonlinear FEM analysis on the lifting strength and stability of the steel box girder-lift mast

2010 ◽  
Author(s):  
Xiujuan Yang ◽  
Wei Chen ◽  
Xiangzhen Yan ◽  
Yongli Yan
Keyword(s):  
Fem Analysis ◽  
Nonlinear Fem ◽  
Box Girder ◽  
Steel Box Girder ◽  
Lifting Strength

FEM Analysis and Parameters Determination of Lightweight Concrete Multiple Shear Rivet Paving Project on Steel Box Girder Bridge Deck

2013 ◽  
Vol 671-674 ◽  
pp. 1306-1311
Author(s):  
Jun Fu ◽  
Lu Han ◽  
Qing Jun Ding ◽  
Fa Zhou Wang
Keyword(s):  
Bridge Deck ◽  
Mechanical Response ◽  
Lightweight Concrete ◽  
Fem Analysis ◽  
Box Girder ◽  
Steel Box Girder ◽  
Wheel Loading ◽  
Box Girder Bridge ◽  
Girder Bridge ◽  
Steel Box Girder Bridge

The mechanical response of lightweight concrete multiple shear rivet pavement on the steel box girder bridge deck under wheel loading are analyzed by finite element method. Besides, the effects of various distance、diameter、height of shear rivet to pavement, are researched as well as the effects of thickness of lightweight concrete. Then some recommended parameters are put forward for the paving project.

Design of the Murray and Wolverine River rail bridges

1984 ◽  
Vol 11 (4) ◽  
pp. 701-708 ◽  
Author(s):  
G. W. Taylor
Keyword(s):  
Single Cell ◽  
Key Words ◽  
Continuous Steel ◽  
Box Girder ◽  
Railway Bridges ◽  
Branch Line ◽  
Steel Box Girder ◽  
Deck Plate ◽  
Bridge Steel

This paper describes the design of the Murray and Wolverine River rail bridges, two of the largest river crossings on British Columbia's Tumbler Ridge branch line. These unique railway bridges feature a single-cell, continuous steel box girder superstructure supported by pairs of steel delta legs. The top flange of the box girder is an orthotropic deck plate that is a part of the ballast containment trough. Stability of the delta legs is provided by posttensioning of their bases to the concrete substructure. Key words: rail bridge, steel box girder, steel delta legs, orthotropic deck, posttensioning.

Design of floating bridge girders against accidental ship collision loads

2016 ◽  
Author(s):  
Yanyan Sha ◽  
Jørgen Amdahl
Keyword(s):  
Finite Element Models ◽  
Cruise Ship ◽  
Box Girder ◽  
Global Response ◽  
Ship Structure ◽  
Steel Box Girder ◽  
Floating Bridge ◽  
Bridge Girder ◽  
Ship Collision ◽  
The Impact

The Norwegian Public Roads Administration is running a project “Ferry free coastal route E39” which includes replacing ferry crossings by bridges or tunnels across fjords in Western Norway. A floating bridge concept was proposed in the fjord-crossing project for Bjørnefjorden. As there are regular cruise routes passing by the bridge, it raises the concern for the consequences of accidental ship collision with the bridge girder. During the collision, the interactions between the bridge girder and the ship structure can be significant. Thus, in the design of the proposed bridge it is vital to evaluate the safety of the ship and the bridge. In this paper, detailed finite element models of a cruise ship and a steel box girder are developed. The impact scenarios and structural damages are studied. The results show that the proposed bridge girder design is generally safe to resist normal accidental ship collision loads. Numerical model of the whole bridge is also developed for further study of bridge global response subjected to ship collision load.

scholarly journals STRENGTH OF STEEL BOX GIRDER SUPPORT DIAPHRAGMS

1982 ◽  
Vol 1982 (318) ◽  
pp. 149-161
Author(s):  
Yuhshi FUKUMOTO ◽  
Shigeru SHIMIZU ◽  
Hidehiro FURUTA
Keyword(s):  
Box Girder ◽  
Steel Box Girder
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