• Post-tensioning Systems and Devices

    by  • September 21, 2013 • Structural Analysis, What is Civil Engineering? • 0 Comments

    This section covers the following topics
    • Introduction
    • Stages of Post-tensioning
    • Advantages of Post-tensioning
    • Disadvantages of Post-tensioning
    • Devices
    • Manufacturing of a Post-tensioned Bridge Girder

    1.4.1 Introduction
    Prestressing systems have developed over the years and various companies have patented their products. Detailed information of the systems is given in the product catalogues and brochures published by companies. There are general guidelines of
    prestressing in Section 12 of IS 1343: 1980. The information given in this section is introductory in nature, with emphasis on the basic concepts of the systems.

    The prestressing systems and devices are described for the two types of prestressing, pre-tensioning and post-tensioning, separately. This section covers post-tensioning.
    Section 1.3, “Pre-tensioning Systems and Devices”, covers pre-tensioning. In posttensioning,
    the tension is applied to the tendons after hardening of the concrete. The
    stages of post-tensioning are described next.
    1.4.2 Stages of Post-tensioning
    In post-tensioning systems, the ducts for the tendons (or strands) are placed along with
    the reinforcement before the casting of concrete. The tendons are placed in the ducts
    after the casting of concrete. The duct prevents contact between concrete and the
    tendons during the tensioning operation.
    Unlike pre-tensioning, the tendons are pulled with the reaction acting against the
    hardened concrete.

    About

    Hello, My self Neelmani, A Civil Engineer. Presently I am working with Indian Railway. An Affiliate Member of ASCE "American Society of Civil Engineers". B.Tech in Civil Engineering from MIT Muzaffarpur and Diploma in Railway from IPWE as well as Civil Engineering from Govt. Polytechnic Muzaffarpur.

    https://plus.google.com/u/0/104905955007831978613

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