Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach

Rabee Shamass

doi:10.1016/j.jcsr.2019.105911

Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach

Rabee Shamass

Research output: Contribution to journal › Article › peer-review

23 Citations (Scopus)

Abstract

The behaviour of cellular beams made from normal and high strength steel with various geometries is investigated through a large number of finite element analyses and a simple mechanical model for the Web-Post Buckling (WPB) failure is developed and analysed in order to highlight the factors which influence its occurrence and development for both normal and High-Strength (HS) steels. The performed FE analyses and the proposed modelling, once calibrated, allow to shed some light on the characteristics of the phenomenon and to provide the basis of a reliable design method to predict shear buckling of web-post of cellular beams made both of mild and HS steel.

Original language	English
Article number	105911
Pages (from-to)	105911
Journal	Journal of Constructional Steel Research
Volume	166
DOIs	https://doi.org/10.1016/j.jcsr.2019.105911
Publication status	Published - Mar 2020
Externally published	Yes

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10.1016/j.jcsr.2019.105911Licence: CC BY-NC-ND 4.0

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title = "Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach",

abstract = "The behaviour of cellular beams made from normal and high strength steel with various geometries is investigated through a large number of finite element analyses and a simple mechanical model for the Web-Post Buckling (WPB) failure is developed and analysed in order to highlight the factors which influence its occurrence and development for both normal and High-Strength (HS) steels. The performed FE analyses and the proposed modelling, once calibrated, allow to shed some light on the characteristics of the phenomenon and to provide the basis of a reliable design method to predict shear buckling of web-post of cellular beams made both of mild and HS steel.",

author = "Rabee Shamass",

year = "2020",

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doi = "10.1016/j.jcsr.2019.105911",

language = "English",

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AU - Shamass, Rabee

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N2 - The behaviour of cellular beams made from normal and high strength steel with various geometries is investigated through a large number of finite element analyses and a simple mechanical model for the Web-Post Buckling (WPB) failure is developed and analysed in order to highlight the factors which influence its occurrence and development for both normal and High-Strength (HS) steels. The performed FE analyses and the proposed modelling, once calibrated, allow to shed some light on the characteristics of the phenomenon and to provide the basis of a reliable design method to predict shear buckling of web-post of cellular beams made both of mild and HS steel.

AB - The behaviour of cellular beams made from normal and high strength steel with various geometries is investigated through a large number of finite element analyses and a simple mechanical model for the Web-Post Buckling (WPB) failure is developed and analysed in order to highlight the factors which influence its occurrence and development for both normal and High-Strength (HS) steels. The performed FE analyses and the proposed modelling, once calibrated, allow to shed some light on the characteristics of the phenomenon and to provide the basis of a reliable design method to predict shear buckling of web-post of cellular beams made both of mild and HS steel.

U2 - 10.1016/j.jcsr.2019.105911

DO - 10.1016/j.jcsr.2019.105911

M3 - Article

SN - 0143-974X

VL - 166

SP - 105911

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

M1 - 105911

ER -

Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach

Abstract

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