FINITE ELEMENT ANALYSIS OF THE CONNECTION BETWEEN ADDED STEEL GIRDERS AND EXISTING CONCRETE STRUCTURES

Peng Fuming; Zhang Xinshan; Zhang Ning; Cai Peng

doi:10.13204/j.gyjz200907031

Volume 39 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 115-117

Cheng Donghui, Wang Tianfeng, Yi Yamin. THE MECHANICAL BEHAVIOR EXPERIMENT AND ANALYSIS OF CONTINUOUS BEAMS STRENGTHENED WITH CARBON FIBER REINFORCED POLYMER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 25-28,63. doi: 10.13204/j.gyjz201110006

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Peng Fuming, Zhang Xinshan, Zhang Ning, Cai Peng. FINITE ELEMENT ANALYSIS OF THE CONNECTION BETWEEN ADDED STEEL GIRDERS AND EXISTING CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 115-117. doi: 10.13204/j.gyjz200907031

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FINITE ELEMENT ANALYSIS OF THE CONNECTION BETWEEN ADDED STEEL GIRDERS AND EXISTING CONCRETE STRUCTURES

doi: 10.13204/j.gyjz200907031

1.
China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2008-12-10
Publish Date: 2009-07-20

Abstract

Abstract

Steel structures are often used in the reconstruction project of concrete structures.The connection between added steel girders and existing concrete structures are commonly encountered.The behavior of the connection affects the global working state of the joint and the stress status of added members.Finite element calculation and analysis were conducted in details on the connection joint in common use.The connection stiffness,deformation of steel anchoring plate,contact stress and the stress state of bonded rebar were analyzed and suggestions on application in projects were provided,which may be a important reference for similar projects.
- added steel girders,
- concrete structures,
- connection stiffness,
- contact stress,
- bonded rebar

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