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After the initial failure, the progression of plastic hinges renders the panels residual load capacity in a long deflection plateau.
The optimum buffer should have medium stiffness which is nearly linear and occurs over a long deflection, without being compressed to its high stiffness stage.
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This paper investigates the long term deflection and cracking characteristics of wide shallow RC beams strengthened with carbon FRP CFRPplatestes.
In order to calculate the long term deflection, the creep deformation is often described by means of creep coefficients.
The effective modulus approach was found to reasonably predict the additional long term deflection of the beams depending on the incorporated concrete creep model.
A numerical analysis model was developed and verified for the calculation of the long-term deflection and maximum allowable long-term load of such RC beams.
Excessive long-term deflection and unexpected cracks however are often observed.
It can be concluded that one sandwich panel showed better long-term deflection results than the solid panel.
In this paper, the results of an experimental study of the long-term deflection of composite concrete slabs due to sustained service loads and shrinkage are presented.
Excellent agreement between the predicted long-term deflection and the measured values is obtained with the value of (beta = 2.0 - 2.25r_{text{d}}) as shown in Figs. 9 and 10.
The results of an experimental study of the long-term deflection of composite concrete slabs under sustained loads have been presented.
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