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What is CFDST Stub Columns Under Partial Compression about?

This study investigates the mechanical behavior of concrete-filled double steel tube (CFDST) stub columns under partial compression, focusing on various parameters such as wall thickness, concrete strength, and bearing plate shape. A total of twenty-seven specimens were tested, revealing that the bearing capacity increased with wall thickness and concrete strength, while the shape of the bearing plate had minimal impact. The results were validated through a finite element model, consistent with experimental

Author

shanmugapriya.winfra

Language

EN