REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE

Chun Qing; Li Jinbao; Pan Jianwu

doi:10.13204/j.gyjz201010002

Volume 40 Issue 10

Dec. 2014

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Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002

Citation:

Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002

Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002

Citation:

Chun Qing, Li Jinbao, Pan Jianwu. REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 6-10. doi: 10.13204/j.gyjz201010002

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REINFORCEMENT DESIGN OF PIERS FOR A RAILWAY BRIDGE

doi: 10.13204/j.gyjz201010002

1.
1. Key Lab of Urban &Architectural Heritage Conservation,Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. Southeast Special Technique Engineering Co.Ltd,Nanjing 210018,China;
3.
3. Civil Engineering Department,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China

Received Date: 2010-05-21
Publish Date: 2010-10-20

Abstract

Abstract

There were various cracks occurred during the construction of piers for a railway bridge.After comprehensive analysis,an effective method was accepted,with which structural adhesives were filled into the cracks firstly,then the cracks were sealed by high-strength reinforced concrete.In order to demonstrate the reliability of this reinforcement design,ANSYS FEM software was used to simulate and analyse the piers.The differences of stresses and linear stiffness and eccentricities of the piers were analyzed for un-cracked,cracked and strengthened conditions.The results show that the reinforcement design is safe and reliable.It can be used for reference of reinforcement design of similar piers with cracks.
- piers,
- cracks,
- FEM analysis,
- reinforcement design

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References(12)

References

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