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A platform for research: civil engineering, architecture and urbanism
Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening
In this paper, a formulation for calculating ultimate bending capacity was created. A nonlinear finite element model was established using ANSYS with right material parameters for prestressed concrete box girder with steel plate and concrete composite strengthening (SPCCS).A comparison was made between analysis results and function formula data, and results show that the numerical result s of nonlinear static analysis are in good agreement with the formula results. Effect of SPCCS and steel plate strengthening was compared, and the results show that SPCCS does more effective.
Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening
In this paper, a formulation for calculating ultimate bending capacity was created. A nonlinear finite element model was established using ANSYS with right material parameters for prestressed concrete box girder with steel plate and concrete composite strengthening (SPCCS).A comparison was made between analysis results and function formula data, and results show that the numerical result s of nonlinear static analysis are in good agreement with the formula results. Effect of SPCCS and steel plate strengthening was compared, and the results show that SPCCS does more effective.
Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening
Advanced Materials Research ; 368-373 ; 795-802
2011-10-24
8 pages
Article (Journal)
Electronic Resource
English
Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening
| British Library Conference Proceedings | 2012