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Generally, it is shown that the effect on the composite column strength owing to the increase in structural steel yield stress is significant for eccentrically loaded columns with small eccentricity of 0.125D.
With such small eccentricity levels, a concentric annular form can be assumed in the reactor analysis.
A joint fit of the eclipse and transit times with extant RV data yieldsecos0.013520.000570.00054ω=−+and establishes the small eccentricity of the orbit to high statistical confidence.
The ductility capacity of small eccentricity loaded columns was not objectively assessed due to early termination of small eccentricity tests for safety concerns; however, a significant ductility enhancement was achieved in large eccentricity specimens strengthened by fiber reinforced polymers.
It is interesting to generalize this model to a case ring with small eccentricity (quasi-central configurations).
The laminates are applied in single or double layers; in partial or full wrapping in small eccentricity loading.
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It was found that such small eccentricities are of major importance for the behavior of GFRP pultruded columns.
However, little attention has been given to the effect of small eccentricities, which may arise from material geometrical imperfections or construction errors.
For small to medium orbit inclinations and small eccentricities, and then the differential equations can be rewritten in an expansion form.
The ultimate longitudinal strains on the compression face of IPCC under large and small eccentricities were one time and 22% larger than those of OPCC respectively due to the relatively lower strength of IPC than ordinary concrete.
Results indicate that the load-carrying capacity of IPCC was approximately 30% lower than that of OPCC, while the ultimate displacements of IPCC were 65%and15%5% larger than those of OPCC under large and small eccentricities, respectively.
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