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January 18, 2026BuildingsOpen Access

An Experimental Study on the Performance of L-Shaped CFSTs Connected by Double-Corrugated Steel Plates Under Axial Compression

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Authors

YYYuqing YangFKFanchang KongZMZaigen Mu

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Overview

Experimental study evaluates axial-compression performance of SCFSTs with corrugated plates, indicating improved stability.

Key Points

  • The study aims to assess the performance and damage characteristics of SCFSTs using double-corrugated plates under axial compression.
  • Conducted full-scale static-loading tests on SCFSTs.
  • Performed finite element analysis to evaluate various structural parameters.
  • Examined the impact of column height, plate thickness, strength, and connection length.
  • DCP-SCFSTs demonstrated high bearing capacity and ductility.
  • Corrugated plates significantly improved the buckling resistance.
  • Increasing the plate thickness enhanced both bearing capacity and ductility.

Cite This Study

Yang et al. (2026) studied this question.

synapsesocial.com/papers/696c7835eb60fb80d13966achttps://doi.org/10.3390/buildings16020379
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