scholarly journals Numerical investigation of instabilities of steel members restrained by sandwich panels at elevated temperature

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 1231-1238
Author(s):  
Anita Lendvai ◽  
Attila László Joó
Keyword(s):  
Elevated Temperature ◽  
Numerical Investigation ◽  
Sandwich Panels ◽  
Steel Members

Numerical investigation on the buckling behavior of damaged steel members constrained by outer tubes

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 1068-1079
Author(s):  
Jian Feng ◽  
Shuxuan Ren ◽  
Qian Zhang ◽  
Yixiang Xu ◽  
Jianyu Li ◽  
...  
Keyword(s):  
Numerical Investigation ◽  
Steel Members ◽  
Buckling Behavior

Experimental and numerical investigation of temperature effects on steel members due to solar radiation

2017 ◽  
Vol 127 ◽  
pp. 696-704 ◽  
Author(s):  
Deshen Chen ◽  
Huajie Wang ◽  
Hongliang Qian ◽  
Xiaoye Li ◽  
Feng Fan ◽  
...  
Keyword(s):  
Solar Radiation ◽  
Numerical Investigation ◽  
Temperature Effects ◽  
Steel Members

scholarly journals Load Bearing and Deformation Capacity of H Shaped Steel Members at Elevated Temperature

1987 ◽  
Vol 7 (2) ◽  
pp. 2_43-2_52
Author(s):  
Hikaru Saito ◽  
Hideki Uesugi ◽  
Keiiti Miyamoto
Keyword(s):  
Elevated Temperature ◽  
Deformation Capacity ◽  
Load Bearing ◽  
Steel Members

Fire buckling curves for torsionally sensitive steel members subjected to axial compression

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Luca Possidente ◽  
Nicola Tondini ◽  
Jean-Marc Battini
Keyword(s):  
Elevated Temperature ◽  
Practical Interest ◽  
Statistical Investigation ◽  
Truss Structures ◽  
Design Standards ◽  
Torsional Buckling ◽  
Content Type ◽  
Steel Members ◽  
Class 1 ◽  
Flexural Torsional Buckling

PurposeBuckling should be carefully considered in steel assemblies with members subjected to compressive stresses, such as bracing systems and truss structures, in which angles and built-up steel sections are widely employed. These type of steel members are affected by torsional and flexural-torsional buckling, but the European (EN 1993-1-2) and the American (AISC 360-16) design norms do not explicitly treat these phenomena in fire situation. In this work, improved buckling curves based on the EN 1993-1-2 were extended by exploiting a previous work of the authors. Moreover, new buckling curves of AISC 360-16 were proposed.Design/methodology/approachThe buckling curves provided in the norms and the proposed ones were compared with the results of numerical investigation. Compressed angles, tee and cruciform steel members at elevated temperature were studied. More than 41,000 GMNIA analyses were performed on profiles with different lengths with sections of class 1 to 3, and they were subjected to five uniform temperature distributions (400–800 C) and with three steel grades (S235, S275, S355).FindingsIt was observed that the actual buckling curves provide unconservative or overconservative predictions for various range of slenderness of practical interest. The proposed curves allow for safer and more accurate predictions, as confirmed by statistical investigation.Originality/valueThis paper provides new design buckling curves for torsional and flexural-torsional buckling at elevated temperature since there is a lack of studies in the field and the design standards do not appropriately consider these phenomena.

Experimental and numerical investigation of ultimate shear strength of unstiffened slender web-tapered steel members

2020 ◽  
Vol 148 ◽  
pp. 106601 ◽  
Author(s):  
Mohamed Mostafa Ibrahim ◽  
Ihab Mohamed El Aghoury ◽  
Sherif Abdel-Basset Ibrahim
Keyword(s):  
Shear Strength ◽  
Numerical Investigation ◽  
Ultimate Shear Strength ◽  
Steel Members
Sign in / Sign up

Export Citation Format

Share Document