Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening
2011 ◽
Vol 368-373
◽
pp. 795-802
Keyword(s):
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.
2016 ◽
1999 ◽
Vol 134
(1)
◽
pp. 77-85
◽
Keyword(s):
2014 ◽
pp. 2535-2543
Keyword(s):
2010 ◽
Vol 163-167
◽
pp. 2369-2375
◽
1993 ◽
Vol 20
(5)
◽
pp. 754-759
◽
2020 ◽
Vol 146
(2)
◽
pp. 05019021
◽