NON-LINEAR THERMAL BUCKLING ANALYSIS OF THIN-WALLED BEAM STRUCTURES

被引：0

作者：

Pesic, I. ^{[1
]}

Lanc, D. ^{[1
]}

Turkalj, G. ^{[1
]}

机构：

[1] Univ Rijeka, Fac Engn, Dept Engn Mech, Vukovarska 58, Rijeka 51000, Croatia

来源：

ENGINEERING REVIEW | 2015年 / 35卷 / 03期

关键词：

Thermal buckling; Stability; Thin-walled beams; Finite elements;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The paper presents an algorithm for thermal buckling analysis of thin-walled beam-type structures. One-dimensional finite element is employed under assumptions of large displacements, large rotation effects but small strains. Stability analysis is performed in load deflection manner using co-rotational formulation. The cross-section mid-line contour is assumed to remain not deformed in its own plane and the shear strains of middle surface are neglected. The material properties of the beam are temperature-dependent. Results are validated on test examples.

引用

页码：239 / 245

页数：7

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