Finite Element Simulation Analysis for Concrete Arch Dam of Menkanshao Reservoir

DOI

10.2991/meic-14.2014.269How to use a DOI?

Keywords

Menkanshao reservoir; Single arch; Finite element method; Circumferential stress; Static analysis.

Abstract

The loads on the arch dam and the materials physical properties of the dam and the bedrock are uncertain, and can be described with random variable. Due to the huge volume, the complex structure of the dam and excessive random variable, the static analysis of the dam is difficult. The dam is a higher order statically indeterminate structure, and the variation of the temperature obviously affects the stress and displacement of the structure, therefore, it is very important to consider the randomness of the temperature change load in the static analysis of arch dam. Concrete arch dam is a common hydraulic structures,using finite element method threshold whistle singles concrete arch dam reservoir finite element analysis to calculate the arch in normal operation phase maximum stress and deformation.The results were analyzed and explained,singles concrete arch dam design and construction to provide a certain reference value.

Copyright

© 2014, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Keding Liu
PY  - 2014/11
DA  - 2014/11
TI  - Finite Element Simulation Analysis for Concrete Arch Dam of Menkanshao Reservoir
BT  - Proceedings of the 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 1201
EP  - 1204
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-14.2014.269
DO  - 10.2991/meic-14.2014.269
ID  - Liu2014/11
ER  -