Prestressed Concrete: Post-tensioning

Prestressed Concrete: Post-tensioning


Introduction

This article provides a primer for concept and detail design for post-tension member design.

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Advantages of Prestressed Concrete

Post-tensioning Systems

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Components and Material for Post-tensioning

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Components of internal bonded prestressing

Prestressing strand

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Prestressing strand as per American, European, Indian and Australian standard

Effective Prestress

Force in prestressing steel, after all, prestress losses is called effective prestress

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Prestress losses

Load-Balance Method

The serviceability check ( maximum compression stress, maximum tensile stress) is performed for the transfer and service condition ( sustained load and total load) and construction stage.

to explain the procedure of the load-balancing method three simply supported beams with tendon layout

  1. Parabolic ( for Uniformly distributed live load)
  2. Single point depressed ( for single concentrated live load)
  3. Two-point depressed ( for two concentrated live loads)

Parabolic Layout

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Parabolic profile
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Single-point depressed

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Single point depressed
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Two-points depressed

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Two-point depressed
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Code Checks

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Serviceability Check at the transfer

At prestress force transfer (age i Days), concrete cylindrical strength fci'

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Concrete stress at transfer (i th Day)

Serviceability Check at Service

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Concrete stress at Service ( Concrete Cylinder Compressive strength fc')

Calculation of Section

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Section Properties ( Area, Moment of Inertia, Elastic section modulus and Kern Distances)


References

  • Design of Prestressed Concrete Structures, TY Lin
  • Prof. Mohan Kalani, Prestressed Concrete Design, IIT Bombay
  • VSL
  • Freyssinet
  • BBR
  • CCL

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