Timoshenko line-element for stability analysis of tapered I-section steel members considering warping effects

• Published in: Thin-walled structures 2022-06, Vol.175, p.109198, Article 109198
• Main Authors: Abdelrahman, A.H.A., Chen, Liang, Liu, Si-Wei, Ziemian, Ronald D.
• Format: Article
• Language: English
• Subjects: Buckling; Line element; Nonlinear; Steel members; Tapered members; Warping effects
• ISSN: 0263-8231; 1879-3223
• DOI: 10.1016/j.tws.2022.109198

Tapered I-section steel members can achieve efficient material utilization, and are economical alternatives to traditional prismatic ones. Current line-element formulations for tapered I-section members may not accurately capture buckling behavior because they typically ignore shear and warping deformations. The research refines the existing line-element formulation for tapered I-section members by directly considering warping deformation. The tapered member’s flexural rigidity is analytically expressed in a stiffness matrix via utilizing a series of tapering factors, which can produce more accurate analysis than those by the conventional stepped-element or the approximate distribution (e.g., linear, parabolic, or cubic) methods. The element formulation is established based upon the Updated-Lagrangian method that permits moderate deformation. The numerical procedure for tracing the solution path is illustrated in detail with a flowchart. Finally, performances of the proposed method, particularly the accuracy of the new element stiffness matrices, are thoroughly assessed by presenting several examples. •Line-element formulation for tapered I-section members is proposed.•The element is derived based on Timoshenko beam theory.•Analytical expression is introduced for representing the stiffness variation.•The equilibrium is established upon the Updated-Lagrangian method.•Accuracy of the proposed method is assessed via several examples.