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    a s res resseConcrete?

    It is a method of applying pre-compression to control the

    stresses resulting due to externalloads below the neutral axis of thebeam.

    Pre-compression resulting eitherno tension or compression.

    J.D. COLLEGE OF ENGINEERING, NAGPR

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    Basic Concept

    Prestressed concrete is basically concrete inwhich internal stresses of a suitablemagnitude and distribution are introduced so

    that the stresses resulting from the externalloads are counteracted to a desired degree.

    Pre-stress is introduced by stretching steel

    wire and anchoring them against concrete.

    J.D. COLLEGE OF ENGINEERING, NAGPR

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    History

    !ugene "reyssinet#"rance$

    %sed high tensile steel wires&with ultimate strength ashigh as '()* +Pa and yieldstress o,er ') +Pa. In'/0/& he de,eloped conical

    wedges for end anchoragesfor post-tensioning andde,eloped double-acting1ac2s. He is often referred toas the Father ofPrestressed concrete.1938 Hoyer, E., (Germany)

    3e,eloped 4long line5 pre-tensioningmethod.

    1940 Magne, G., (!eg"#m)3e,eloped an anchoring system forpost-tensioning& using 6at wedges.

    J.D. COLLEGE OF ENGINEERING, NAGPR

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    History

    In India& the applications of prestressed concretedi,ersi7ed o,er the years. 8he 7rst prestressed concretebridge was built in '/9 under the :ssam ;ail

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    Prestressed concrete was started to be used inbuilding frames& par2ing structures& stadiums& railwaysleepers& transmission line poles and other types ofstructures and elements.

    +aterials for pre-stress concrete member

    '. Cement& ). Concrete&

    0. =teel.

    > Cement

    > @rdinary portland cement&

    > Portland slag cement&

    > ;apid hardening portland cement&

    > High strength ordinary portland cement.

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    > Concrete

    Pre-stress concrete reAuires high strengthconcrete& which has high compressi,e strength

    comparati,ely higher tensile strength than ordinaryconcrete.

    8he concrete is a material should becompose of gra,els or crushed stones& sand& cement.

    In pre-stress concrete minimum grade of

    concrete +).>=teel

    High tensile steel& tendons& strands.

    In pre-stress concrete high tensile steel withtensile strength around )+Pa.

    :ccording to I= '00-'/9 prestress concrete isdesign.

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    8ypes of Pre-stressing

    '. !xternal or internal pre-stressing.

    It is based on the location of the pre-stressing

    tendons with respect to concrete section.

    ). Pre-tensioning or post-tensioning.

    It based on the seAuence of casting the concrete andapplying tension to the tendons.

    0.

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    Pre-tensioning : method of prestessingconcrete in which tendons are tens"oned$eforethe concrete is placed.

    8he operation commonly a %&ste'process.

    Post-tensioning : method of prestessingconcrete in which tendons are tens"onedafter the concrete has place.

    8he operation commonly a &ste'process.

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    +ethods of pre-tensioning

    '$ :nchoring the tendons against the endabutments.

    )$ Placing of 1ac2s.

    0$ :pplying tension to the tendons.

    $ Casting of concrete.

    *$ Cutting of the tendons.

    +ethods of post-tensioning '$ Casting of concrete.

    )$ Placement of tendons.

    0$ Placement of the anchorage bloc2 and 1ac2.

    $ :pplying tension to the tendons. *$ =eating of the wedges.

    $ Cutting the tendons.

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    Popular post-tensioning system

    '$ "reyssinet system

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    )$ +agnel blaton system

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    0$ iDord-udall system

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    $

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    Section for Pre-tensioning

    ect"on for Post&tens"on"ng

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    :d,antages of pre-stressedconcrete. "actory products are possible.

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    3isad,antages of pre-stressedconcrete.

    ;eAuired s2illed builders E experienced engineers. Initial eAuipment cost is ,ery high.

    :,ailability of experienced engineers is less.

    ;eAuired complicated formwor2.

    It reAuires high strength concrete E steel. Pre-stressed concrete is less 7ber resistant.

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