Scholarlink

<p>This paper conducts a thorough numerical analysis of the performance characteristics of built-up CFS battened beam-columns under bi-axis loading. Based on simulations using ABAQUS with a developed finite element model that accounts for material and geometric imperfections, results show that cross-sectional geometry significantly influences the load-carrying ability of columns, with intricate geometry exhibiting strength values up to 264.57% higher than standard geometry. Compared among steel grades, results reveal the higher ductility and strength of Grade G450 steel, with greater load resistance offered by thicker steel variants (T1.95), up to 430.89%. Notably, the role of Eccentricity in attaining structural performance is recognized, with two-axis Eccentricity reducing load resistance by as much as 94.02%.</p>

错误：搜索内容不能为空，请输入英文关键词
错误：关键词超出字数限制，请精简
高级检索

Numerical and parametric analysis of built-up cold-formed steel battened beam-columns under axial and eccentric loading

  • 期刊论文

  • 出版模式：

    开放获取

  • 发表日期：

    2026年4月21日

查看全文
  • Weiye Dai

摘要

This paper conducts a thorough numerical analysis of the performance characteristics of built-up CFS battened beam-columns under bi-axis loading. Based on simulations using ABAQUS with a developed finite element model that accounts for material and geometric imperfections, results show that cross-sectional geometry significantly influences the load-carrying ability of columns, with intricate geometry exhibiting strength values up to 264.57% higher than standard geometry. Compared among steel grades, results reveal the higher ductility and strength of Grade G450 steel, with greater load resistance offered by thicker steel variants (T1.95), up to 430.89%. Notably, the role of Eccentricity in attaining structural performance is recognized, with two-axis Eccentricity reducing load resistance by as much as 94.02%.