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prestressed concrete details dwg

 prestressed concrete details dwg


Pre-stressed concrete is a form of concrete where initial compression is given in the concrete before applying the external load so that stress from external loads is counteracted in the desired way during the service period. This initial compression is introduced by high-strength steel wire or alloys (called ‘tendons’) located in the concrete section.


This compression is produced by the tensioning of high-strength "tendons" located within or adjacent to the concrete and is done to improve the performance of the concrete in service.Tendons may consist of single wires, multi-wire strands or threaded bars that are most commonly made from high-tensile steels, carbon fiber or aramid fiber.The essence of prestressed concrete is that once the initial compression has been applied, the resulting material has the characteristics of high-strength concrete when subject to any subsequent compression forces and of ductile high-strength steel when subject to tension forces. This can result in improved structural capacity and/or serviceability compared with conventionally reinforced concrete in many situations In a prestressed concrete member, the internal stresses are introduced in a planned manner so that the stresses resulting from the imposed loads are 

counteracted to the desired degree.


According to the construction method, there are two kinds of prestressed concrete: Pre-tensioned concrete. Bonded Post-tensioned concrete. Unbonded Post-tensioned concrete.

Materials commonly used for prestressed concrete are :High strength steel – Use high-strength steel wires, cables, or bars. Generally, the diameter of the steel wires is 2 to 5 mm diameter. In the case of bars, the diameter can vary from 10 mm to 32 mm.

The basic principle of prestressing was applied to construction, perhaps centuries ago, when ropes or metal bands were wound around the wooden staves to form a barrel . When the bands were tightened, they were under tensile prestress, which in turn created compressive prestress between the staves and enabled them to resist hoop tension produced by internal liquid pressure. In other words, the bands and the staves were prestressed before they were subjected to any service loads.


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