How do you calculate elastic shortening for concrete?
How do you calculate elastic shortening for concrete?
Elastic Shortening, Δ fpES (S5. The prestress loss due to elastic shortening in pretensioned members is taken as the concrete stress at the centroid of the prestressing steel at transfer, f cgp, multiplied by the ratio of the modulus of elasticities of the prestressing steel and the concrete at transfer.
How do you compute loss of stress due to elastic deformation of concrete?
Explanation: The term Ec is defined as strain in concrete and the equation for loss due to elastic deformation is given as Ec = Pc/Ec = P/Ac×1/Ec, the tension in the tendon is obtained after the elastic shortening of concrete and therefore, there will not be losses due to elastic shortening.
What are the losses of prestress?
Prestressing is the process of introducing compressive stress to the concrete to counteract the tensile stresses resulting from an applied load. The gradual reduction of this introduced compressive stress in a prestressed member due to various reasons is called losses of prestress.
Why the shrinkage of the concrete leads to the loss of prestressing?
Loss due to Shrinkage of Concrete There is contraction due to drying of concrete and shrinkage strain occurs in concrete. Shrinkage strain causes the steel to lose its stretch, resulting in the loss of prestress.
What is elastic shortening?
Elastic shortening of concrete (EC) occurs when the prestress in tendon is transferred to the concrete beam, which causes the beam to shorten and the tendon to shorten with it, re- sulting in a prestress loss in the tendon.
How do you reduce losses in prestress?
If the initial stress in steel is known, the percentage loss of stress due to the elastic deformation of concrete can be computed. and the methowd of curing used of high-strength concrete with low water cement ratios result in a reduction in shrinkage and consequent loss of prestress.
What are elastic properties of concrete?
The elasticity of concrete is relatively constant at low stress levels but starts decreasing at higher stress levels as matrix cracking develops. Concrete has a very low coefficient of thermal expansion, and as it matures concrete shrinks. All concrete structures will crack to some extent, due to shrinkage and tension.
What is the difference between PSC and RCC?
Prestressed concrete sections are thinner and lighter than RCC sections, since high strength concrete and steel are used prestressed concrete. In prestressed concrete, whole concrete area is effective in resisting loads, unlike RCC where concrete below the neutral axis is neglected.