Research on the Calculation of the Security of High Concrete Arch Dam Based on the Finite Element Method

Jia Long He; Yu Han Guo; Xi Zhu

doi:10.4028/www.scientific.net/AMR.1061-1062.829

Paper Titles

Dynamic Responses Analysis of Permeable Breakwater Subjected to Random Waves
p.809

Flow Field Analysis and Simulation of Tank Cars Based on Secondary Development of FLUENT
p.813

Integrated Thermal-Structural Analysis of a Reflecting Optical System with All Metal Components
p.818

Research and Development of Rapid Design System for Modular Machine Tool Based on KBE
p.822

Research on the Calculation of the Security of High Concrete Arch Dam Based on the Finite Element Method
p.829

The Finite Element Modeling and Structure Analysis of Dust Removal Fan
p.833

Turbine Blade CNC Machining Simulation Analysis Based on MATLAB and UG
p.837

Characteristic Performance Analysis of Traction Motor on EMU with Broken Bars Using FEM
p.841

The Discussion of the Simulation Accuracy of the Vehicle Suspension Coupled Dynamics Model
p.849

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1061-1062Research on the Calculation of the Security of...

Research on the Calculation of the Security of High Concrete Arch Dam Based on the Finite Element Method

Abstract:

The study on the calculation of the security of high concrete arch dam based on the finite element method will be studied and analyzed in this paper. For high concrete arch dam deformation and stability under normal water level and maximum flood level will be calculated, and the stress of each section of the dam and batholith around will be checked and analyzed, then this paper will come to the dam security conclusion finally.

You might also be interested in these eBooks

Research in Materials and Manufacturing Technologies IV

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1061-1062)

Pages:

829-832

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1061-1062.829

Citation:

Cite this paper

Online since:

December 2014

Authors:

Jia Long He*, Yu Han Guo, Xi Zhu

Keywords:

Arch Dam, Finite Element, Security

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Chen W J. Port and Hydraulic Structures. Beijing: China Communications Press, (1989).

Google Scholar

[2] Wu Y R, Su L W, Lu H . Structural Inspection and Analysis High-pile Pier. Waterway Engineering, 2009 (08): 96-98.

Google Scholar

[3] Jia S P, Wu G J. Nonlinear Optimum Inversion Model of Geotechnical Engineering and Its Application in ABAQUS. Journal of Shenyang Jianzhu University (Natural Science), 2010, 26, (02), 15-18.

Google Scholar

[4] Code for pile foundations in port engineering.

Google Scholar

[5] Oscar D S, Paez T L. Analysis of Wind Turbines on Offshore Support Structures Excited by Random Wind and Random Waves [J]. NASA STI / Recon Technical Report N, 1988, 88: 18074.

Google Scholar

[6] Kaimal. J. C. Special Characteristics of Surface Layer Turbulence [J]. J. Royal Meteorol. Soc. 1972, 98: 563-589.

Google Scholar