Application of Prestressed Concrete Box Girder with Steel Plate and Concrete Composite Strengthening

Author:

Yuan Zhuo Ya1,Shi Xiong Wei2,Feng Wei1,Ke Liang Liang3,Chen Li3

Affiliation:

1. Xi 'an Institute for Highway

2. Chang'an University

3. Xi'an Institute for Highway

Abstract

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.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference13 articles.

1. GB 50367-2006, Design Code for Strengthening Concrete Structures[S]. (In Chinese).

2. Jianguo NIE, Linsen ZHU, Mingxing REN, et al. Application of Steel and Concrete Composite Structures in Rehabilitation of Passageways in Beijing[J]. Building Structure, 2001, 31(9): 56-57. (In Chinese).

3. Jianguo, NIE Jie ZHAO, Liang TANG. Application of Steel Plate and Concrete Composite to Strengthening of Reinforced Concrete Girder [J]. Bridge Construction, 2007(3): 76-79. (In Chinese).

4. Chunsheng WANG, Shan GAO, Tengxian REN, Yue XU. Bending Behavior Experiment of Damage RC T-beams with Steel Plate and Concrete Composite Strengthening [J]. Journal of Architecture and Civil Eng ineer ing, 2010, 27(3): 94-101. (In Chinese).

5. Nie Jianguo, Wang Hanbing, Ren Mingxing, et al. Application of composite beams of steel and p recast slabs combined with concrete cast in-situ in bridge rehabilitation[J]. Building Structure, 2001, 31(12): 24-26. (In Chinese).

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