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Numerical results show that the higher-order boundary conditions have no effect on the static bending deflection of beams for the cases studied.
In summary, the coupling action of loads and the corrosion environment have a substantial influence on the TRC-strengthened beam, causing a change of the failure mode, bearing capacity and deflection of beams.
In the past five years, the non-integer exponent idea has been applied to elastic torsion, buckling of columns and plates, vibration of bars, beams, columns, membranes, and plates, and deflection of beams and plates.
For example, mathematical models of deflection of beams.
Fig. 11 Transverse deflection of beams of Kr Rydberg atoms.
Figure 12a and 12b show the deflection of beams A1 3 under gravity loads and after the loss of column A1, respectively, for the three models mentioned above.
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The deflection of beam is analytically calculated.
A methodology is based on the calculation of the deflection of beam on an elastic foundation from the deflection of a reference beam which is topologically equivalent.
Moreover, the deflection of beam is experimentally determined on a test stand.
Such structural behaviors as the deflection of beam, the formation and the development of crack, the strain of concrete and reinforcement bar, and the moment redistribution are investigated.
The effect of shear deformation on the total deflection of reinforced concrete beams has also been investigated, and the contribution of shear deformation to the total deflection of beam have been theoretically obtained in the case of various loading case by using the developed computer program.
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