Nonlinear Stability Analysis of Thin-Walled Pier

Xiao Mei Dong

doi:10.4028/www.scientific.net/AMM.361-363.1251

Paper Titles

Research on Hydrology Design and Checking of Bridges in Small and Medium Watersheds
p.1232

Study on Mechanical Behavior of Webs of Abrea Bridge
p.1236

Bridge Deck Transverse Stress Analysis of Arch Tower Cable-Stayed Bridge with Steel Box Girder
p.1240

Research on Development of Arch Tower Cable-Stayed Bridge
p.1245

Nonlinear Stability Analysis of Thin-Walled Pier
p.1251

The Application of Discrete Element Method in the Analysis of Stone Arch Bridge
p.1255

Analysis of Large-Span Steel Concrete Railway Arch Bridge Suspender Tension
p.1259

An Acceleration Sensor Placement Method Considering Network Life Cycle for Vibration Monitoring of Bridges
p.1264

Parameter Analysis on High-Pier's Effective Length Factor of Fabricated Beam Bridge
p.1272

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Nonlinear Stability Analysis of Thin-Walled Pier

Nonlinear Stability Analysis of Thin-Walled Pier

Abstract:

Shell element was used to simulate thin-walled piers. Mander constitutive model was adopted for analysis about the material nonlinearity. By finite displacement theory the geometric nonlinearity effect was reckoned in stability analysis based on Updated Lagrangian formulation. Nonlinear stability analysis during different construction stages indicates that the stability of pier in cantilever stage is weakest. Considered the dual non-linearity, the stability coefficient descends distinctly.

You might also be interested in these eBooks

Sustainable Cities Development and Environment Protection

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1251-1254

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1251

Citation:

Cite this paper

Online since:

August 2013

Authors:

Xiao Mei Dong

Keywords:

Nonlinear, Shell Element, Stability, Thin-Walled Pier

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Guohao Li: stability and vibration of bridge structure (Railway Publishing House of, China 1992).

Google Scholar

[2] Shouyi Xue: finite element method (China Building Materials Industry Press, China 2005).

Google Scholar

[3] The Ministry of Communication in China: Code for Design of Highway Reinforced Concrete & Prestressed Concrete Bridges and Culverts (China Communications Press, China 2004).

Google Scholar

[4] Bathe, K. J: Finite Element Procedures (Prentice-Hall, Englewood Cliffs, NJ 1996).

Google Scholar

[5] Hognestad E, hlanson N W，McHenry D: Concrete Stress Distribution in Ultimate Strength design (ACI Journal Proceeding, 1955) pp.455-479.

Google Scholar

[6] Lianyuan Wu: Plate and shell stability theory (Huazhong University of Science and Technology Press, china 1996).

Google Scholar