2021
DOI: 10.46740/alku.883187
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Finite Element Approach for the Bending analysis of Castellated Steel Beams with Various Web openings

Abstract: The use of perforated steel beams (PSBs) has become of great importance due to their wide application in building construction and their beneficial uses as they are economical in terms of cost in addition to their lightweight. The aim of this study is to investigate the static behavior of castellated beams with different web openings. A 3D finite element analysis is performed using ABAQUS, to find out which type of beam gives the best performance under the same distributed load and fixed support condition. Dif… Show more

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Cited by 9 publications
(8 citation statements)
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“…Eqs acquire the same material properties for the symmetric porosity distribution. (10)(11)(12)(13)(14)(15)(16)(17)(18). The Poisson's ratio is taken as a constant value of 0.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
See 2 more Smart Citations
“…Eqs acquire the same material properties for the symmetric porosity distribution. (10)(11)(12)(13)(14)(15)(16)(17)(18). The Poisson's ratio is taken as a constant value of 0.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
“…(1 -9) for uniform porosity distribution and in Eqs. (10)(11)(12)(13)(14)(15)(16)(17)(18) for symmetric porosity distribution (see [58]).…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…In this study, the 2D steady-state seepage analysis of the embankment dam body and its base will be examined by the FEM. As it is known, the FEM is a numerical method used in the solution of engineering problems, especially in recent years, due to its many advantages [25][26][27][28][29]. e main purpose of this paper is to demonstrate the eff ective and easy usability of the FEM based on Galerkin's element approach in seepage problems in isotropic and anisotropic soil mediums.…”
Section: Introductionmentioning
confidence: 99%
“…The finite element method has been used to find approximate results of boundary value problems and is one of the most common computational techniques for the wide variety of problems in different engineering areas such as mechanical and aerospace [14,15], structural [16,17], geological [18], civil engineering [19,20] and so on.…”
Section: Introductionmentioning
confidence: 99%