Finite Element Stress Analysis on Crotch Joint of A-Type Super-High Pier

Chun Ping Tang; Liang Liang Zhang; Xiao Liang Luo

doi:10.4028/www.scientific.net/AMM.178-181.2535

Paper Titles

Static and Dynamic Test Detection of Steel Tube Truss Arch Bridge
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Vertical Crack Moment Test Research on Prestressed Concrete Hollow Slab due to Repeated Load
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Simplified Analysis of Longitudinal Stiffened Plates in a Continuous Steel Box Girder Bridge
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Calculation of Load Lateral Distribution for Hinged Slab Bridge with Different Stiffness between Outside Slabs and Inside Slabs
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Finite Element Stress Analysis on Crotch Joint of A-Type Super-High Pier
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Research on Design and Construction of Continuous Rigid Frame Bridge in Canyon Area
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Analysis of the Closure Method of Cantilever Construction PC Box-Girder Bridge with Corrugated Steel Webs under Asymmetric Constraint
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Study on the Influencing Factors of the Durability of Urban Reinforced Concrete Bridges in Hebei Province
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Field Test of a Multigirder Concrete Bridge of 25m Span
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Finite Element Stress Analysis on Crotch Joint of...

Finite Element Stress Analysis on Crotch Joint of A-Type Super-High Pier

Abstract:

Using ANSYS software to make a non-linear numerical simulation of the joints at A type super-high pier crotch ,and get the stress distribution of the crotch joints in different load combinations. The results can serve as theoretic reference for the joints design and the mechanical property analysis on this kind of structural components.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2535-2538

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2535

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Online since:

May 2012

Authors:

Chun Ping Tang, Liang Liang Zhang, Xiao Liang Luo

Keywords:

A-Type Pier, Joint, Non-Linear Analysis, Numerical Simulation, Stress Distribution

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