Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

Structural Analysis of Zhihe Prestressed Concrete Aqueduct

Authors
Xin-Li BAI, Zhuo-Fei HE, Hao FAN, Bai-Ling ZHANG, Yi-Wen LI, Ling GAO, Yu-Tian WANG, Cheng-Duo DUAN
Corresponding Author
Xin-Li BAI
Available Online December 2014.
DOI
10.2991/icmce-14.2014.183How to use a DOI?
Keywords
Aqueduct, Prestress, Cooling Method, ANSYS
Abstract

With the help of software ANSYS, a finite element analysis model was established for the three-directional prestressed concrete aqueduct in South-to-North Water Transfer Project. The effect of the prestress value of steel tendon on the stress of aqueduct body was studied, and the stress states of aqueduct during construction and operation period were obtained. Results shows that the aqueduct structure is safe during operation period, however, the development of local crack must be restricted.

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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Volume Title
Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2014
ISBN
978-94-62520-41-7
ISSN
2352-5401
DOI
10.2991/icmce-14.2014.183How to use a DOI?
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/).

Cite this article

TY  - CONF
AU  - Xin-Li BAI
AU  - Zhuo-Fei HE
AU  - Hao FAN
AU  - Bai-Ling ZHANG
AU  - Yi-Wen LI
AU  - Ling GAO
AU  - Yu-Tian WANG
AU  - Cheng-Duo DUAN
PY  - 2014/12
DA  - 2014/12
TI  - Structural Analysis of Zhihe Prestressed Concrete Aqueduct
BT  - Proceedings of the 2014 International Conference on Mechanics and Civil Engineering
PB  - Atlantis Press
SP  - 1015
EP  - 1018
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmce-14.2014.183
DO  - 10.2991/icmce-14.2014.183
ID  - BAI2014/12
ER  -