Study on Pre-stressed Concrete Grain Silo Based on Non- cohesive Properties

DOI

10.2991/lemcs-15.2015.114How to use a DOI?

Keywords

Non-cohesive prestress; Grain silo; Case analysis

Abstract

For the design of grain silo, the amount of steel bar used in structure will be very large. And with the height and diameter of bulkhead increasing, there will be a serious problem that the requirement of crack will not meet the demand according to the code even though using much more steel bar. Using totally prestressed structure or partially structure, this problem can be solved. The design and construction for one partially prestressed structure case is presented in this paper.

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  - Hairong Huang
AU  - Runrun Dong
PY  - 2015/07
DA  - 2015/07
TI  - Study on Pre-stressed Concrete Grain Silo Based on Non- cohesive Properties
BT  - Proceedings of the International Conference on Logistics, Engineering, Management and Computer Science
PB  - Atlantis Press
SP  - 596
EP  - 600
SN  - 1951-6851
UR  - https://doi.org/10.2991/lemcs-15.2015.114
DO  - 10.2991/lemcs-15.2015.114
ID  - Huang2015/07
ER  -