PRESTRESSED CONCRETEINTRODUCTION: INTRODUCTION: Prestressed concrete is method for overcoming concrete¶s natural weakness in tension. It can be used to produce beams, floors or bridges with a longer span than is practical with ordinary reinforced concrete. Prestressing tendons (generally of high tensile steel cable or rods) are used to provide a clamping load which produces a compressive stress that balances the tensile stress that the concrete compression member would otherwise experience due to a bending load. Traditional reinforced concrete is based on the use of steel reinforcement bars, rebars, inside poured concrete. Prestressed concrete diagram . .Applications. post- Contents: 1.Pretensioned concrete.Unbounded post-tensioned concrete. 2. post4. post3. Prestressing can be accomplished in three ways: pretensioned concrete. bounded or unbounded post-tensioned concrete. 5.Design agencies and regulations.Bonded post-tensioned concrete. The cured concrete adheres and bonds to the bars and when the tension is released it is transferred to the concrete as compression by static friction. which both protects the tendon from corrosion and allows for direct transfer of tension. Pretensioned concrete: concrete: Pretensioned concrete is cast around already tensioned tendons. This method produces a good bond between the tendon and concrete. which limits their size. most pretensioned concrete elements are prefabricated in a factory and must be transported to the construction site. it requires stout anchoring points between which the tendon is to be stretched and the tendons are usually in a straight line. beams or foundations piles. This. Pretensioned elements may be balcony elements lintels. . However. floor slabs. A set of tendons are fished through the duct and the concrete is poured. Bonded post-tensioned concrete: post Bonded post-tensioned concrete is the descriptive term post for a method of applying compression after pouring concrete and the curing process (in situ). to follow the area where otherwise tension would occur in the concrete element. The concrete is cast around a plastic. steel or aluminium curved duct. This method is commonly used to create monolithic slabs for house construction in locations where expansive soils (such as adobe clay) create problems for the typical perimeter foundation. they are wedged in position and maintain tension after the jacks are removed. transferring pressure to the concrete. according to the design specifications (see Hooke¶s law). . When the tendons have stretched sufficiently. The duct is then grouted to protect the tendons from corrosion. All stress from seasonal expansion and contraction of the underlying soil are taken in to the entire tensioned slab. . .Post..Post-tensioning is also used in the construction of various bridges. which supports the building without significant flexure. as in the segemantal bridge. both after conrete is cured after support by false work and by the assembly of prefabricated sections. . No long term issues with maintaining the integrity of the anchor / dead end. 3. 4. Higher ultimate strength due to bond generated between the strand and concrete. Tendons can be easily µweaved¶ allowing a more efficient design approach. The advantages of this system over unbounded post-tensioning are: post1. Large reduction in traditional reinforcement requirements as 2. tendons cannot destress in accidents. To achieve this each individual tendon is coated with a grease (generally lithium based) and covered by a plastic sheating formed in an extrusion process. . The transfer of tension to the concrete is achieved by the steel cable acting against steel anchors embedded in the perimeter of the slab. Unbounded post-tensioned concrete: post: Unbounded post-tensioned concrete differs from bonded postpostposttensioning by providing each individual cable permanent freedom of movement relative to the concrete. The main disadvantage over bonded post-tensioning is the postfact that a cable can destress itself and brust out of the slab if damaged (such as during repair on the slab). The advantages of this system over bounded post-tensioning are: post1. post3. 2.The ability to individually adjust cables based on poor feid condition (for eg: shifting a group of 4 cables around on opening by placing 2 to either side). . The procedure of post-stress grouting is eliminated.The ability to destress the tendons before attempting repair work. Rolls of post-tensioning cables post- . PostPost-tensioning cables stripped for placement in pulling anchors . Positioned post-tensioning cables post- . . thinner slabs-especially important slabsin high rise buildings in which floor thickness saving can translate in to additional floors for the same (or lower) cost and fewer joints. Unbounded post-tensioning tendons are commonly used in postparking garages as barrier cable The advantages of prestressed concrete include crack control and lower construction costs. since the distance that can be spanned by postposttensioned slabs exceeds that of reinforced construction with same thickness. High tensile strength steel wire is hellically-wrapped around the hellicallyoutside of the pipe under controlled tension and spacing which induces a circumferential compressive stress in the core concrete. Prestressing can also be accomplished on circular concrete pipes used for water transmission. . Applications: Applications: Prestressed concrete is the predominating material for floors in highhigh-rise buildings and the entire containment vessels of nuclear reactors. codes and best practices. but rather are to promote the understanding and development Pre-stressed Predesign. In canada the canadian Precast / Prestressed concrete institute assumes this role for both post-tensioned and pre-tensioned postpreconcrete structures. Europe also has its own associations and institutes. . It is important to regard that these organisations are not the authorities of building codes or standards. Design agencies and regulations: Of In the united states Pre-stressed concrete design and Preconstruction is aided by organizations such as Post-tensioning Postinstitute (PTI) and Precast / Prestressed concrete institute (PCI).