Analysis of RCC T-beam and prestressed concrete box girder bridges super structure under different span conditions

Author(s):  
K. Hemalatha ◽  
Chippymol James ◽  
L. Natrayan ◽  
V. Swamynadh
PCI Journal ◽  
1996 ◽  
Vol 41 (4) ◽  
pp. 96-113 ◽  
Author(s):  
Ahmed EI-Remaily ◽  
Maher K. Tadros ◽  
Takashi Yamane ◽  
Gary Krause

2012 ◽  
Vol 256-259 ◽  
pp. 1693-1696
Author(s):  
Xian Lin Yu ◽  
Jian Shu Ye ◽  
Wen Qing Wu

A FEA program using 8 nodes and 40 freedoms degenerated solid shell element was developed to analyze the spatial stress of long span prestressed concrete box girder bridges during construction stage and finished stage. The maximum principal tensile stress positions on box girder section and shear lag coefficient were researched according to spatial stress results. It presented suggestions on prestressed concrete box girder bridges anti-crack design.


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