Bearing Capacity Analysis of Reinforcement for the Double Curvature Arched Bridge in Service

According to the disease status of a dilapidated double curvature arched bridge in Baotou city, the reinforcement scheme of Shotcrete Increasing the Section is proposed. The finite element model was established by Midas software. The simulation analysis results show that for the bridge span structur...

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Veröffentlicht in:Applied Mechanics and Materials 2014-07, Vol.587-589 (Sustainable Cities Development and Environment Protection IV), p.1563-1566
Hauptverfasser: Zhang, Yue, Ao, Hai Xia
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description According to the disease status of a dilapidated double curvature arched bridge in Baotou city, the reinforcement scheme of Shotcrete Increasing the Section is proposed. The finite element model was established by Midas software. The simulation analysis results show that for the bridge span structure after reinforcement, the bearing capacity and stiffness is increased significantly, the displacement and stress is reduced effectively, the overall mechanical performance is improved, the reinforcement scheme is practicable.
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subjects Bearing capacity
Bridges (structures)
Computer programs
Curvature
Displacement
Mathematical analysis
Reinforcement
Shotcrete
title Bearing Capacity Analysis of Reinforcement for the Double Curvature Arched Bridge in Service
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