Effects of Creep In Construction

CREEP

Creep can be defined as the elastic and long-term deformation of concrete under a continuous load. Generally,a long term pressure changes the shape of concrete structure and the deformation occurs along the direction of the applied load.When the continuous load is removed, the strain is decreased immediately.The amount of the decreased strain is equal to the elastic strain at the given age.This quick recovery is then followed by a continuous decrease in strain,known as creep recovery that is a part of total creep strain suffered by the concrete.

TYPES OF CREEP

The following definitions are used for creep.

Basic creep is almost impossible to measure because it involves keeping a test specimen under load for a long time (often up to 20–30 years), while sealing it to prevent any loss of moisture.Therefore, experimental data generally gives the total creep, but this will depend on the extent and timing of the drying. For most structural purposes, creep is assumed to be proportional to stress, so the specific creep is used.

Effects of Creep In Construction

Creep causes:

FACTORS AFFECTING CREEP

The factors affecting creep are:

Water content of the concrete   mix.High water contents give high creep.

Age at   load transfer. If structures are permitted to cure for longer before loads are applied, creep will be reduced.

Section thickness.Thick sections will creep less   because moisture movement is reduced.

Humidity. Creep is higher in humid environments.

Temperature. Creep increases with temperature.

Most design codes will include a method of calculating specific creep that will take account of many  of these factors.

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