Safety Analysis of Arch Dam

Yu Xia; Ying Ye Yu; Zhong Qing Zhang; Xiao Lian Zhao

doi:10.4028/www.scientific.net/AMR.430-432.1818

Paper Titles

The Study of Bus Superstructure Strength Based on ECE R66
p.1799

The Construction Technology of Large Amount Concreting to Pouring the Over-Length and Extra-Large Diameter Piles Foundation in Deep Water
p.1805

Study on the System Characteristic of a Crane Walking Hydraulic System Based on AMESim
p.1809

Application of Rough Set Theory in Stochastic Fatigue Analysis of Vehicle Frame
p.1814

Safety Analysis of Arch Dam
p.1818

Experiment on Vibration Reducing Capacities of Pore Viscous Damping and Liquid Film Damping
p.1822

The Collaboration Control for the Multi-Robot Polishing System
p.1826

Bearing Capacity of the Corrosion Reinforced Concrete Axial Compression Members
p.1830

Steady Sate Modeling of LHP and Analysis
p.1834

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 430-432Safety Analysis of Arch Dam

Safety Analysis of Arch Dam

Abstract:

Arch dam’s failure is a super nonlinear irreversible process. The failure process of it is quite important for safety evaluation. It analyses overload of the highest RCC arch dam of the world with explicit FEM and shows the process of dam’s failure from normal operation, local deformation to overall failure by water specific gravity overcharge method. It gives a more direct and precisely safety factor. This method is also can be used in other structures.

You might also be interested in these eBooks

Frontiers of Advanced Materials and Engineering Technology

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 430-432)

Pages:

1818-1821

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.430-432.1818

Citation:

Cite this paper

Online since:

January 2012

Authors:

Yu Xia, Ying Ye Yu, Zhong Qing Zhang, Xiao Lian Zhao

Keywords:

Arch Dam, Failure Process, Safety Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Ren qing-wen: status quo and problems on safety analysis of high arch dam. journal of hydraulic engineering. Vol 38(2007) , pp.1023-1031, in Chinese.

Google Scholar

[2] Zhang chu-han: discrete-contact-fracture analysis of rock and concrete. Chinese journal of rock mechanics and engineering. Vol 27(2008), pp.217-235, in Chinese.

Google Scholar

[3] Zhang chong, hou yan-li, etc: analysis of arhc dam-abutment stability by 3D deformable distinct elements. Vol 25(2006) , pp.1226-1232, in Chinese.

Google Scholar

[4] Bai jin-ze, Ls-dyna 3D theory and analysis case. ( Beijing scienc press, China 2005): pp.30-45, in Chinese.

Google Scholar