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DIFFERENCE BETWEEN PRETENSION AND POST TENSION IN CONCRETE

DIFFERENCE BETWEEN PRETENSION AND POST TENSION IN CONCRETE

1) Pre tensioning is cheaper because the cost of Sheathing is not involved in it, whereas post-tensioning is costlier because of use of sheathing.

2) Pre tensioning is more durable and reliable but in case of post-tensioning, the durability depends on the ‘Anchorage Mechanism‘

3) Because of small and easy to transport of structural elements, the pre-tensioning is preferred and most popular as compared to post-tensioning.

4) Pre tensioning is more suitable for precast construction works because it is done in factories while post-tensioning can be done in factories as well as on the site

5) Process of casting is different for pre-tensioning and post-tensioning concrete :

The strands are tension before the casting the concrete and in concrete is cast enclosing the tension cables in pretension concrete, but in the case of post-tension concrete, plants are enclosed within a duct in the form, and then concrete is casted

6) In the case of pretension concrete, small sections are to be constructed while in post-tensioned concrete, the size of the member is not limited. Generally long-span bridges are constructed by post tensions

7) Products are changed according to the structure in case of post-tensioned concrete, but similar structures are prepared in pre-tensioning concrete

8) Loss of prestressing is not more (it is about 15%) in post-tensioned concrete, and loss of prestressing is not less (it’s about 18%) in the case of Pre tensioning concrete

9) Mould is used to produce pre-tensioning members in prestressing concrete, whereas cables are used in place of wires, and jacks are used for stretching purposes .

10) In the case of prestressed concrete, the concrete is prestressed with tendons before its placing in position; Whereas in post-tensioning concrete, prestressing is done after the concrete attains sufficient strength.

11) The pre-tensioning method is developed due to the bonding between the concrete and steel tendons, whereas the post-tensioning concrete method is developed to bearing.

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