Analysis on the Stress of Arch Dam Heel

Chun Tao Wang; Hui Lv; You Ping Wu

doi:10.4028/www.scientific.net/AMR.919-921.1216

Paper Titles

The Practice of Aluminum Plate Material in Modern Traffic Architecture
p.1195

A Stochastic Collocation Method for Simulating Groundwater Recharge
p.1201

Analysis of the DO Distribution and the Influencing Factors at the Downstream of Large Dam
p.1206

Analysis on Mechanism of Coupling Fields of Seepage and Stress and its Modeling
p.1211

Analysis on the Stress of Arch Dam Heel
p.1216

Application of Tensile Stress Diagram in Calculating Reinforcement of Surge Tank
p.1222

Application Study Based on Surfer Underwater Earthwork Calculation
p.1226

Cascade Reservoirs Optimal Scheduling Method Based on Chaotic Ant Colony Algorithm
p.1230

Modal Analysis on the Coupled Fluid-Structure Interaction of High Arch Dam
p.1234

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Analysis on the Stress of Arch Dam Heel

Analysis on the Stress of Arch Dam Heel

Abstract:

Because of the characteristic of the elastic theory, the stress on dam heel is infinite, which makes the stress larger and larger with the increasing of finite element density. In view of this the dam heel stress tendency method is presented. This method uses the envelope of stress curves to replace real stress curve. In order to verify the method, Xiaowan high arch dam model under the water pressure has been set up, while the FEA modal is set up at the same time. The result of model experiment is close to the result form dam heel stress tendency method, which shows that the method is correct.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1216-1221

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1216

Citation:

Cite this paper

Online since:

April 2014

Authors:

Chun Tao Wang*, Hui Lv, You Ping Wu

Keywords:

Arch dam Heel Stress, Dam Heel Stress Tendency Method, Hydro-Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Zhao Daishen:. Gravity Dam Finite Element Computational Mesh Generation and Stress Control Standard Problems, Journal of Hydraulic Engineering (1996), (5), In Chinese.

Google Scholar

[2] Ao Lin: Gravity Dam's Foundation Nearby Area Stress Distribution and Finite Element Method Solution, Journal of Hydraulic Engineering (1984), (8), In Chinese.

Google Scholar

[3] Li Zan, Chen Xinghua et al: Concrete Arch Dam Design, China Electric Power Press (2000): P509, In Chinese.

Google Scholar