Residual stresses in welded I section steel members

被引:30
|
作者
Tankova, Trayana [1 ]
da Silva, Luis Simoes [1 ]
Balakrishnam, Marimuthu [1 ,2 ]
Rodrigues, Dulce [2 ]
Launert, Benjamin [3 ]
Pasternak, Hartmut [3 ]
Tun, Tin Yadanar [1 ]
机构
[1] Univ Coimbra, Dept Civil Engn, ISISE, Coimbra, Portugal
[2] Univ Coimbra, Dept Mech Engn, ISISE, Coimbra, Portugal
[3] Brandenburg Tech Univ Cottbus, Chair Steel & Timber Struct, Cottbus, Germany
关键词
Residual stresses; Welded sections; Steel; Eurocode; 3; Stability; Welding simulation; 1; section; Experimental tests; BUCKLING BEHAVIOR; SAFETY ASSESSMENT; TESTS; MODEL;
D O I
10.1016/j.engstruct.2019.109398
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Residual stresses have major influence on the stability of steel members. It is well-known that, due to the differences in manufacturing procedures, the residual stresses for welded and hot - rolled members are rather different. In the same way, despite several studies on residual stresses distribution and magnitude for hot-rolled members were already done, for prismatic and tapered welded I section steel members the investigation is still very scarce. In the current work, an experimental programme on the buckling resistance of tapered members, with different tapering ratios and section heights, was conducted and residual stress measurements were carried out using the sectioning method. Numerical simulations of the heat input during welding were also performed in order to predict the residual stress fields. A statistical analysis of the residual stresses distribution for welded I section members was performed, using the experimental and numerical results, as well as literature data. Systematized information on residual stresses distribution and magnitude was generated and some guidelines for the statistical characterization of residual stresses in welded members were proposed.
引用
收藏
页数:24
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