Arrangement Method Research of Prestressed Concrete Slab with Unbonded Reinforcement

Article Preview

Abstract:

In practical projects, prestressed reinforcement are arranged in concrete slab uniformly. According to the research, a new arrangement method of prestressed concrete slab is provided. This article discussed unbonded prestressed concrete slab system, and gives the theoretical calculation method. It can save more than 50% quantities of reinforcement, and has economic advantages than before.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 724-725)

Pages:

1622-1624

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] PangPing, Mchanical properties research of unbonded prestressed concrete continuous slab, a master's degree thesis, 2001.6.

Google Scholar

[2] R.P ark and W.L Gamble, Reinforced concrete slabs, University or Canterbury Christchurch, New Zerland, 1980.

Google Scholar

[3] R.P ark and T.Paulay, Reinforced concrete structures, New Zerland, 1975.

Google Scholar

[4] TaoXuekang, Post-tensioned prestressed concrete design manual, China building industry press,1995.

Google Scholar

[5] WangYouzhi, Prestressed concrete structure, China water conservancy and hydropower press,2005.

Google Scholar