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Due to the excellent cross-sectional capacity, composite walls can be designed slender and thus the failure mode is governed not by cross-section capacity, but by global instability. Based on the solid–shell finite element model, this chapter studies the global stability of T-CDSCWs under axial compression and under axial compression and bending moment in the web plane.

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Global Stability of T-CDSCWs

  • 章节

  • 发表日期：

    2026年

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  • Meng-Zheng Wang

摘要

Due to the excellent cross-sectional capacity, composite walls can be designed slender and thus the failure mode is governed not by cross-section capacity, but by global instability. Based on the solid–shell finite element model, this chapter studies the global stability of T-CDSCWs under axial compression and under axial compression and bending moment in the web plane.