Three Dimensional Structural Analysis of Complex Sluice Chamber Structures

Hong Yun Si; Min Chen

doi:10.4028/www.scientific.net/AMM.170-173.1971

Paper Titles

Finite Element Simulation of Excavation and Supporting of Karl Valley Quarry at Pubugou Hydropower Project
p.1948

Mesh Generation for Arch Dam Abutment Slip Block Based on Virtual Grid
p.1954

Green Function Cloud Computing Representation with Free Water Surface
p.1962

Research on Formation Mechanism of Deep Cracks in Left Bank Slope of Jinping First Stage Hydropower Station Based on DDA Method
p.1966

Three Dimensional Structural Analysis of Complex Sluice Chamber Structures
p.1971

An Application of Fuzzy Fault Tree Analysis for Large and Medium-Sized Pumping Stations
p.1977

Mathematic Model of Airliner Forced Landing onto Water in Contacting Stage
p.1983

Difference Algorithm of the Posture of Airliner Forced Landing onto Water in Bowing Stage
p.1987

Stability Research of Lanan Rock-Fill Dam Based on Limit Equilibrium Method
p.1991

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Three Dimensional Structural Analysis of Complex...

Three Dimensional Structural Analysis of Complex Sluice Chamber Structures

Abstract:

This paper mainly introduces how to use the software of Marc to calculate the displacement and stress of the sluice. The finite element model which concludes the sluice, piles and foundation was structured for calculation and analysis using the contact analysis function provided by the program. the displacement and stress of the massive structure was worked out to estimate its whole stability and evaluate workability state of the sluice under different structures. The example shows that the results of 3D finite element analysis can be used to accurately reflect the state of the buildings overall strength and displacement. The integral floor structure of contrary arch floor sluice is better than the separated floor structure to adapt to the foundation uneven settlement, but the separated floor structure of contrary arch floor sluice makes stress form more reasonable.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

1971-1976

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.1971

Citation:

Cite this paper

Online since:

May 2012

Authors:

Hong Yun Si, Min Chen

Keywords:

Calculation Model, Complex Sluice Structure, Finite Element, Horizontal Displacement, Pile

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] ZHANG Bao-sheng. Marc which is the highly Nonlinear Finite Element Analysis Software and the Application in Contact Analysis[J]. Applied science and technology，2001，28(12)：36～39.

Google Scholar

[2] ZHANG Bao-sheng. Marc which is the highly Nonlinear Finite Element Analysis Software and the Application in Contact Analysis[J]. Applied science and technology，2001，28(12)：36～39.

Google Scholar

[3] FU Yong-hua. The Foundation of Finite Element Analysis[M].Wuchang:Wuhan University Press，2003.4~6.

Google Scholar

[4] DL5077-1997.The load design standard of hydraulic structure[S].Beijing: China WaterPower Press,1997.

Google Scholar

[5] MA Yong-fa, CHEN Ping-long, CAO Qiu-lin. Study and analysis on sluice Chamber with pile Foundation[J]Journal of Water Resources and Architectural Engineering,2011, 9 (4)：42～43.

Google Scholar

[6] Gajanan.M.Sabnis. Structural modeling and experimental Techniques [M]. Prentice-Hall，2003，11~12.

Google Scholar

[7] LI Jun，ZHENG Bin，LOU Yi-qing. Based on MARC flume foundation finite element analysis of the static and dynamic[J]. Journal of Water Resources and Architectural Engineering，2008，6(2)：100～102.

Google Scholar

[8] SL25—2006 Design specification for stone masonry dam[S] .Beijing: China WaterPower Press, 2009:35~41.

Google Scholar

[9] Kong Qing-yang, CAO Qiu-lin. Analysis on stress of Anti-arched Floor Structure by Using FEM[J]Journal of Water Resources and Architectural Engineering,2011, 9 (4)：47.

Google Scholar