[HTML][HTML] Stress and Strain Behavior of Confined Lightweight Concrete using Sand Coated Polypropylene Coarse Aggregate.
Conclusion The proposed procedure presented here provides satisfactory results for
establishing a stress-strain relationship for confined lightweight concrete and is sufficient to
cover the gap between experimental and analytical results. The reduced scale used in the
experiment for cylindrical and square lightweight concrete specimens, which are one-third of
the original dimensions, has provided satisfactory coefficients of confinement. In the future,
full-scale experiments or reduced-scale rectangular column specimen experiments are …
establishing a stress-strain relationship for confined lightweight concrete and is sufficient to
cover the gap between experimental and analytical results. The reduced scale used in the
experiment for cylindrical and square lightweight concrete specimens, which are one-third of
the original dimensions, has provided satisfactory coefficients of confinement. In the future,
full-scale experiments or reduced-scale rectangular column specimen experiments are …
Conclusion
The proposed procedure presented here provides satisfactory results for establishing a stress-strain relationship for confined lightweight concrete and is sufficient to cover the gap between experimental and analytical results. The reduced scale used in the experiment for cylindrical and square lightweight concrete specimens, which are one-third of the original dimensions, has provided satisfactory coefficients of confinement. In the future, full-scale experiments or reduced-scale rectangular column specimen experiments are required to validate the results obtained in this study using reduced-scale specimens.
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