Prestressed structure

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title: "Prestressed structure" type: doc version: 1 created: 2026-02-28 author: "Wikipedia contributors" status: active scope: public tags: ["construction", "structural-engineering"] description: "Structure which contains permanent stresses to increase overall integrity" topic_path: "engineering" source: "https://en.wikipedia.org/wiki/Prestressed_structure" license: "CC BY-SA 4.0" wikipedia_page_id: 0 wikipedia_revision_id: 0

::summary Structure which contains permanent stresses to increase overall integrity ::

::figure[src="https://upload.wikimedia.org/wikipedia/commons/8/8c/Roman_Colosseum_With_Moon.jpg" caption="Cable-stayed prestressed concrete bridge over [[Yangtze river"] ::

In structural engineering, a prestressed structure is a load-bearing structure whose overall integrity, stability and security depend, primarily, on prestressing: the intentional creation of permanent stresses in the structure for the purpose of improving its performance under various service conditions.

The basic types of prestressing are:

• Precompression with mostly the structure's own weight
• Pre-tensioning with high-strength embedded tendons
• Post-tensioning with high-strength bonded or unbonded tendons Today, the concept of a prestressed structure is widely employed in the design of buildings, underground structures, TV towers, power stations, floating storage and offshore facilities, nuclear reactor vessels, and numerous bridge systems. It is especially prominent in construction using concrete (see pre-stressed concrete).

The idea of precompression was apparently familiar to ancient Roman architects. The tall attic wall of the Colosseum works as a stabilizing device for the wall piers beneath it.

References

References

1. Nilson, Arthur H.. (1987). "Design of Prestressed Concrete". John Wiley & Sons.
2. Nawy, Edward G.. (1989). "Prestressed Concrete". Prentice Hall.

::callout[type=info title="Wikipedia Source"] This article was imported from Wikipedia and is available under the Creative Commons Attribution-ShareAlike 4.0 License. Content has been adapted to SurfDoc format. Original contributors can be found on the article history page. ::