Small and Medium Single-Box Multi-Room Continuous Box Girder Bridge Design and Calculation Method

2011 ◽  
Vol 63-64 ◽  
pp. 461-464
Author(s):  
Xue Gui ◽  
Jian Wei Song ◽  
Xing Nai Wang ◽  
Hong Jing Du

This paper summarizes a variety of designing and calculating methods of Small and Medium Single-box Multi-room Continuous Box Girder bridge system that used widly in bridge engineering in current. On the basis of careful research and comparison on a variety of designing methods, this paper proposes the advantages and disadvantages of these calculating methods in practical application of theory, proposes the important insights about the developing and perfection direction in the calculating methods, shows clearly the direction on the further research of the designing and calculating methods of the Small and Medium Single-box Multi-room Continuous Box Girder Bridge.

2008 ◽  
Vol 400-402 ◽  
pp. 923-928
Author(s):  
Feng Xu ◽  
Bo Wang ◽  
Hai Long Zhang

According to the definition about the positive and negative gradient temperature distribution of structural cross section in the Chinese bridge design specification of General Code for Design of Highway Bridge and Culverts (JTG D60-2004), same temperature loads are applied to beam model and solid model of a typical there-span prestressed concrete continuous box-girder bridge to compare the numerical results of thermal stresses calculated from the two finite element models. The beam model is built through professional software Doctor Bridge that is prevailing in China for structural static analysis of bridge design, while the solid model is built using ANSYS. Between the two models, the numerical results of total thermal stress regarded to be added up with self-restrained stress and secondary stress are compared. The results from solid model are found to be much more conservative than from element model. The identity and diversity of the two series of results and the reasons for the generation of the diversity are expounded. It is recommended that the thermal stress calculated from solid model be better to be taken into account in a design so as to examine or amend the results that calculated through the professional software based on bar system FEM theory.


2011 ◽  
Vol 71-78 ◽  
pp. 1168-1172 ◽  
Author(s):  
Da Long Ren ◽  
Shui Wan

The structure characteristic of prestressed concrete(PC) composite box-girder with corrugated steel webs is introduced, and the advantage is shown compared to PC girder bridge. Design of PC composite girder bridge with corrugated steel webs is introduced, contents including corrugated steel webs, shear connector, etc. The domestic application and development of PC composite box-girder bridge with corrugated steel web is reviewed, and part of the typical bridges combined with corrugated steel web PC box-girder are listed. On behalf of PC composite box-girder bridge with corrugated steel web, Shandong Juancheng Yellow River Bridge is introduced in detail. At last, the future of this type of bridge is prospected.


PCI Journal ◽  
1986 ◽  
Vol 31 (3) ◽  
pp. 22-47 ◽  
Author(s):  
Charles C. Zollman ◽  
Serge H. Barbaux

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