Finite Element Analysis for Torsion Behavior of Flat Web Profile Beam Steel Section with Opening

De’nan, Fatimah; Hasan, Hazwani; Nassir, Duaa Khaled; Osman, Muhammad Khusairi; Saad, Saidah

doi:10.1016/j.proeng.2015.11.137

Cited by 3 publications

(3 citation statements)

References 2 publications

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“…Эффективность применения гофробалок показана в работах [1,2,3,4,5,6]. При этом находят применение гофробалки как с синусоидальным профилем стенки 1 , так и с профилем треугольной, трапециевидной 2 и других форм [7,8]. Известно применение изгибаемых и сжато-изгибаемых элементов с поперечно-гофрированными стенками в мостостроении, кораблестроении 3 , гидротехнических сооружениях [9,10].…”

Section: Introductionunclassified

Investigation of the overall stability of welded I-beams with a cross-corrugated wall of the Zeman range

Makeyev

Silina²,

Stupin³

2023

Vestn. SibADI

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Introduction. Welded I-beams with a transversely corrugated wall when loaded in the wall plane are calculated for overall stability in accordance with paragraph 20.6.3.11 of СП 294.1325800.2017, change 2 from 06/15/2021. Here, a separate centrally compressed girder belt is calculated for overall longitudinal stability from the plane of the beam wall as an element pivotally supported at the ends. This does not take into account the joint work of the compressed belt with the wall, supporting ribs, stretched belt.The authors set a goal to show by calculation using the examples of six beams that if, in comparison with the calculation according to СП 294.1325800.2017, the joint work of the compressed belt with the wall, support ribs, stretched belt is taken into account, then the calculated critical load of the total loss of stability of the corrugator will be greater. And this increase is the more significant, the lower the height of the corrugator. At the same time, the authors limited themselves to considering beams with a ratio of sizes and critical loads that ensure the operation of steel in the elastic stage with loss of overall stability.Materials and methods. The general stability of split beams with a transversely corrugated wall was studied by calculation in three ways: according to СП 294.1325800.2017, in the LIRA-CAD PC by modelling beams with shell elements, including belts, walls and support ribs, and according to CП 16.13330.2017, considering a welded I-beam with a flat wall equivalent to the criterion of general stability.The results of the study. The data of calculation of critical loads of the first form of loss of general stability of six split beams of the Zeman range with height are given 333, 500, 750, 1000, 1250, 1500 with a span of 6.0 m in three proposed ways with loading of the upper belt with a uniformly distributed load in the wall plane without loosening the compressed belt in the span and loosening the support sections from the wall plane and from rotation relative to the axis of the beams.Discussion and conclusions. For beams with a wall height of 333 mm, taking into account the joint work of the compressed belt with the wall, stretched belt, support ribs showed an increase in critical load in comparison with the calculation according to СП 294.1325800.2017 by 24%. With an increase in the height of the beams to 900-1000 mm, the difference in the values of critical loads calculated taking into account the joint work of the beam elements and according to СП 294.1325800.2017 non-linearly decreases to 3%. And for corrugated rollers with a height of 1000-1500 mm, this difference is less than 3%, which shows that it is possible to perform calculations of beams with a transversely corrugated wall of the Zeman range with heights of 1000-1500 mm for overall stability with sufficient accuracy for engineering calculations according to СП 294.1325800.2017.

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Section: Introductionunclassified

Investigation of the overall stability of welded I-beams with a cross-corrugated wall of the Zeman range

Makeyev

Silina²,

Stupin³

2023

Vestn. SibADI

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“…In this regard, other opening shapes including elliptical-shaped, hexagon-shaped, etc. have been investigated by [21][22][23][24][25][26] and other researches.…”

Section: Introductionmentioning

confidence: 99%

“…was undertaken by many researchers [81,[85][86], leading to the conclusion that scrupulous selection of opening dimension, shape and location is essential in order to obtain the favorable frame behavior. Various shapes of openings in RWS connections is further explored by [21][22][23][24][25][26]. Also, the capability of RWS models to reach higher story drifts (six percent) was evaluated by [82][83] both in experimental and numerical ways.…”

Section: Introductionmentioning

confidence: 99%

Investigation of Behavior of Interior Steel Connections With Openings in Beam Web and Flange Under Monotonic Loading

2021

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Connections are considered to be one of the most prominent components of steel moment frames and have received studious attention in recent years. The core problem of welded connections is premature brittle fracture of weld in the critical beam-to-column connection region. Within the framework of this issue, various approaches have been proposed to solve the mentioned problem. Intentional weakening of the beam web or flange is in line with the purpose of leading the plastic hinge away from the column face, hence, increasing the ductility. The aim of this research is to investigate the behavior of interior connections subjected to monotonic lateral loading in case of presence of openings in beam web or flange. To do so, an ordinary fully welded rigid connection, reduced beam section, reduced web section, and drilled flange connection models are simulated numerically, utilizing finite element software, ANSYS. The results indicate that scrupulous selection of opening sizes are of great importance to fulfill the desired outcome which is avoiding the brittle failure of connections. Furthermore, the use of drilled flange, reduced beam section, or reduced web section connections satisfy the expected performance and it is proposed to use them according to practicability, architectural and economic considerations as well as site conditions. Shear deformation and local buckling is observed in reduced web section connections while in drilled flange connections, stress concentration around the opening is critical.

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The influence of various methods of reinforcing circular perforations on the deformability of a welded plate girder with a corrugated web

Bryantsev

Yelzhanov

Dubinin

et al. 2023

Mechanics Based Design of Structures and Machines

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Finite Element Analysis for Torsion Behavior of Flat Web Profile Beam Steel Section with Opening

Cited by 3 publications

References 2 publications

Investigation of the overall stability of welded I-beams with a cross-corrugated wall of the Zeman range

Investigation of the overall stability of welded I-beams with a cross-corrugated wall of the Zeman range

Investigation of Behavior of Interior Steel Connections With Openings in Beam Web and Flange Under Monotonic Loading

The influence of various methods of reinforcing circular perforations on the deformability of a welded plate girder with a corrugated web

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