Analysis of Internal Force of the Cable-stayed Aqueduct Structure

DOI

10.2991/meic-15.2015.75How to use a DOI?

Keywords

cable-stayed aqueduct; load bearing; Internal force; elastic deformation; plastic deformation

Abstract

Aqueduct is a kind of cross bridge building which can cross the channel, depressions, roads and railways .In the paper, based on the aqueduct design, aqueduct model making, aqueduct structure calculation and static load experiment, the aqueduct model is made to solve the problem of analysis of the internal force of the cable-stayed aqueduct structure and obtained the changing value of model deformation with the increase of load. Experiment results show that the boundary load of elastic deformation and plastic deformation of model is 30kg, and the ultimate load is 60kg.Using structural solver to model and check the most likely failure point of aqueduct with 52kg load, and shows that It can meet the design requirements, and verify the feasibility of the model design.

Copyright

© 2015, 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  - Zhendong Zhang
AU  - Ling Chen
AU  - Run Zhou
AU  - Yong Ye
AU  - Xuejian Chen
AU  - Donglin Liu
PY  - 2015/04
DA  - 2015/04
TI  - Analysis of Internal Force of the Cable-stayed Aqueduct Structure
BT  - Proceedings of the 2015 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 319
EP  - 322
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-15.2015.75
DO  - 10.2991/meic-15.2015.75
ID  - Zhang2015/04
ER  -