5 Things to Know Before Buying post tension system solutions

02, Sep. 2024

 

Post tensioned concrete | What is it? | Complete Guide

Post tensioned concrete is an improved version of reinforced concrete. It has a greater resistance to tensile stresses, thanks to its manufacturing method.

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Generally, the construction method used to produce post-tensioned concrete is known as prestressing, which is also used to make pre-tensioned concrete, another improved version of reinforced concrete.

Post-tensioned concrete is more complex than reinforced concrete, which is why it is used in specific structures; mainly those in which heavy loads and complicated geometry are present.

What is post tensioned concrete?

Post-tensioned concrete is a type of prestressed concrete that is subjected to compressive stress after the pouring and setting of the fresh concrete mix, that is, when the concrete is in its early stages of hardening and developing its characteristic resistance.

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The compressive stresses are caused by the tensioning of metallic reinforcement steel bars or cables, which are encapsulated in plastic or metallic 'tubes' enclosed and placed during the formwork, carefully following the design specifications.

After the reinforcement cables are tensioned, they are anchored to the structure using of special components.

Post-tensioning, allows concrete to store additional compressive stresses that counteract the tensile stresses caused by heavy loads, and avoids the structural element to noticeably deform and crack.

Types of post-tensioning

Most of the post-tensioned concrete reinforcement plays an active part by creating additional mechanical stresses that interact with those caused by service loads. The remaining part of the reinforcement acts passively, anchoring or fixing the active pieces.

By the time the active post-tensioning reinforcement reaches the desired stress value, the steel cables that compose it are anchored to the structural element by the passive reinforcement. Once this is done, there are two options to finish the post-tensioning process:

Bonded post-tensioning

In this construction method, the active reinforcement conduits are filled by pressure with high-strength mortar masonry to guarantee the adherence of the reinforcement to the conduit, creating a monolithic section. This way, the active steel reinforcement is prevented from seriously deteriorating due to corrosion.

Unbonded post-tensioning

In contrast to the previous method, the active reinforcement conduits are not filled in, which means the tensioned cables are only connected to the concrete by the anchor heads.

Generally, the reinforcement cables are coated with grease and are contained in plastic conduits, to reduce the environmental impact and guarantee their useful lifespan.

Characteristics of post-tensioned concrete

Although post-tensioned concrete is not a recent construction material, since it originated during the end of the XIX century, it currently presents a high level of innovation and optimization that gives it an endless number of characteristics. Among the most relevant we highlight the following:

  • Elements require little maintenance due to their high mechanical strength and durability. However, the reinforcement demands protection against corrosion.
  • Effectively controls the appearance of cracks caused by hydraulic shrinkage and flexing. It also reduces deflections and vibrations.
  • Elements require little maintenance due to their high mechanical strength and durability. However, the reinforcement demands protection against corrosion.
  • Effectively controls the appearance of cracks caused by hydraulic shrinkage and flexing. It also reduces deflections and vibrations.

Use of post-tensioned concrete

As a general rule, post-tensioned concrete is used for structures that receive heavy loads and with large spans in between supports (spans). In these kinds of situations, its use is essential due to the overall cost of materials and weight of the structure, which would lead to cracking, deformation and reduction of the construction's useful life.

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However, the prestressed construction system when using post-tensioned concrete is significantly more complicated than using standard reinforced concrete, so usually the profit by gained by saving material costs tends to be minimized by the requirement of using specialized personnel and equipment.

This type of concrete has mainly been used to build cable-stayed bridges and is also widely used to build viaducts and concrete voussoirs.

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On the other hand, is also used in construction for making parking lots, industrial buildings, hotels, sports complexes, airports, auditoriums and other structures that have large spans.

Although this concrete is frequently carried out in situ, it's possible to purchase precast post-tensioned concrete structural elements, usually, precast slabs and beams.

Advantages and disadvantages of post-tensioned concrete

Post-tensioned concrete stands out for its high mechanical resistance and the reduced transverse dimensions of the elements that form it. However, these technical advantages are followed by certain aspects that make the construction process difficult to carry out, due to the high level of precision and detail that is required in the design.

Thus, to obtain a complete perspective, its advantages and disadvantages are presented below:

Advantages of post-tensioned concrete

  • It allows to reduce the transversal dimensions of structural elements, optimizing structural weight, mechanical resistance and reducing deformations and cracking.
  • It enables the construction of structures that cover large spans and have a minimum number of columns.
  • It makes the use of construction materials more efficient. In other words, it economizes building materials.
  • Structural elements that require little maintenance.
  • Increases the average useful life of concrete elements.
  • Facilitates the design of concrete structural elements with irregular geometry.
  • Post-tensioning is a versatile system that can be adapted to multiple construction situations and to the specific needs of the project.

Disadvantages of post-tensioned concrete

  • It requires highly specialized labour and machinery.
  • The design calculations are more complex and expensive than the traditional ones used to design reinforced concrete elements.
  • Structural elements are susceptible to corrosion.
  • The cost of this construction system is higher, due to the fact that the anchors are unrecoverable and that the reinforcement bars need to be inserted correctly inside the conduits.
  • Extreme attention is required during the installation of the reinforcement anchors and their coating.

Differences of Pre-Tensioning vs Post-Tensioning | MOMENT

Pre-tensioning system vs Post-tensioning system

With Pre-Tensioning, the tendons are tensioned against the abutments before the concrete is place. Once the concrete is hardened, the tension force is released and cut off after getting the required strength of the concrete to transfer the pre-stress on the concrete member. The tendon tries to shrink back to the initial length but the concrete resists it through the bond between them, thus, compression force is induced in concrete. Pre-Tension is usually done with precast. Wedge and barrel are the two components required to hold the tendons or pre-tensioning wires tightly when it is pulled out for inducing tensile force. The barrel will have tampered finish into which the wedge will get locked as the force increased.

Post-tensioning is a technique for reinforcing concrete. With Post-Tensioning, the tendons are tensioned after the concrete has hardened. Commonly, corrugated ducts are placed inside the concrete along the centroidal axis before casting. After the concrete has hardened and had enough strength, the tendon was placed inside the duct, stressed, and anchored against concrete. Space remains in the duct is filled with mortar by grouting. Post-Tensioning can be done either as precast or cast-in-place.

Post-tensioning vs Conventional

Post-tensioned concrete is stronger and more flexible than conventional steel-reinforced concrete. Post-tensioning helps reduce cracking from shrinkage as the concrete dries, and holds together any cracks that do form.

Summary

Pre-TensioningPost-TensioningPre-tensioning is done in the factories thus suitable for precast construction works.Post-tensioning can be done in factories as well as on the site.In this type of concrete, the pre-stressing cables called the strands are tensioned before casting the concrete and then concrete is cast enclosing the tensioned cables.In this type of concrete, the strands are enclosed within a duct in the form and then concrete is cast. The process of tensioning the strands is carried out after the concrete attains its sufficient strength.Small sections are to be constructed.The size of a member is not restricted, long-span bridges are constructed by post-tensioning.Pre-tensioning members are produced in a mould.Cables are used in place of wires and jacks are used for stretching. The concrete is prestressed with tendons before it is placing in position.Prestressing is done after the concrete attains sufficient strength.Pre-tensioning is preferred when the structural element is small and easy to transport.Post-tensioning is preferred when the structural element is heavy.

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