Exact(1)
Especially, Specimen BC-F-S showed negligibly small deflection for the region from column face to 500 mm, but the deflection increased steeply for beyond the region.
Similar(59)
The experimental results showed that the deflection increased almost linearly with applied load even after certain repeated loading cycles, but the stiffness reduced gradually with the repeated loading cycles.
After that the plasticity took place and growth in the bottom flange, the top flange and the two webs at the loading positions and their surrounding area, making load deflection curve nonlinear up to an applied load equals 17.8 kN and the corresponding deflection at mid-span equals 15.5 mm, after that the deflection increased without significant change in the load.
As predicted by the small deflection theory, at large t/L values, the deflection increases linearly with the axial strain (Fig. 3a).
The sandwich beam is strengthened with the deflection increasing.
The deflections increased rapidly after that point.
It was found that as H/t increased, the ultimate load decreased but the maximum horizontal deflection increased.
The beams deflected less with the increase in curing age for a given percentage of reinforcement content, but deflection increased with the increase in reinforcement content for a given curing age.
Plastic shrinkage crack area decreases and the deflection increases when the percentages of coconut shell aggregate increases.
Results generated for the case incorporating a progressive failure criterion are closer to the experimental data because of the reduced stiffness due to failure as the deflection increases.
An appropriate mode shape function is proposed for the postbuckling process, under the assumption that the buckling mode remains unchanged as the deflection increases.
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