The Constructor

Prestressed Concrete Design – Concept

Civil Engineering

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LOSS OF PRE-STRESS A reduction in initial pre-stress resulting from the combined effect of creep, shrinkage or elastic shortening of the concrete, relaxation of the reinforcing steel, frictional losses resulting from the curvature of the draped tendons and slippage at the anchorage.

The rise in temperature causes a partial transfer of pre-stress (due to elongation of the tendons b/w adjacent units in the long line process) which may cause a large amount of creep if the concrete is not properly cured.

LOSS OF PRE-STRESS DURING THE TENSIONING PROCESS DUE TO FRICTION

The losses due to friction in the jack and at the anchorage are different for different system of pre-stressing.

This loss due to friction may be classified into:

The extent of friction met with in a straight tendon due to slight imperfection of the duct (the straight tendon).

LOSS OF PRESTRESS AT THE ANCHORING STAGE

LOSS OF PRESTRESS OCCURIING SUBSEQUENTLY

The loss which occur subsequently to pre-stress are:

Contraction of concrete due to chemical changes and drying. This depends only on the interval of time and the moisture conditions, but is independent of the stresses in the members due to loads

By minimizing the water cement ration and proportion of cement, the shrinkage can be reduced.

Creep of concrete means the deformation of concrete, which depends upon the interval of time to which the member is loaded

This additional deformation of the stressed member is remaining in a stressed state is called CREEP.

(a) Pre-tensioned member

Due to the pre-stress transfer to the concrete, the concrete will shorten. This results in a corresponding shortening of steel

(b) Post tensioned member

Suppose only a single tendon has been provided in a member, the concrete gets shortened as the tendon is jacked against it.

Hence, after tightening, no more shortening of concrete can take place

· Loss Of Stress Due To Creep Of Steel(Stress Relaxation)

Total loss of pre-stress depends on many factors such as properties of concrete and steel, moisture and curing condition, the magnitude and system of pre-stress

APPLICATIONS OF THE PRE-STRESSED CONCRETE:

MEGA FLOOR,the Prestressed slab

Slab: hollow slab, preslab or predalle, Prestressed ribs and blocks , lintels.

Beam: Prestressed rectangular beam and I-beam for bridges

Other prestressed components: Lintels , Wineyard stud.

Concrete is an all-round construction material. Almost every building contains some concrete, but its questionable application in certain buildings-for example in its use in the style of brutalism - has brought it into discredit. Its dull grey colour has contributed to the fact that the word concrete has become a synonym for ugly. In the field of bridges, concrete deserves a more favourable judgement.

TANKS

Uses

Water

PROPERTIES

METHOD

SHAPE OF THE TANKS

FOUNDATION PANELS

DETAILS

WALL PANELS

POLES

Pre-cast concrete poles can save erection time and money by eliminating the need for anchor based structure, which may take days or weeks to install.

PRECAST STAIRS AND LANDINGS

MODULAR BLOCK RETAINING WALL SYSTEM

The inherent design flexibility can accommodate a wide variety of site constraint, project sizes and aesthetic preferences.

BENEFITS

APPLICATIONS (some examples):

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