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Moment gradient factor of cellular steel beams under inelastic flexure
Khaled M. El-Sawy
,
Amr M.I. Sweedan
, Mohammad Iqbal Martini
Department of Civil and Environmental Engineering
Research output
:
Contribution to journal
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Article
›
peer-review
64
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Keyphrases
Flexure
100%
Moment Gradient Factor
100%
Cellular Steel Beam
100%
Buckling Mode
60%
Hole Diameter
40%
Flexural Capacity
40%
Web Thickness
40%
Simulation Study
20%
Prediction Accuracy
20%
Geometrical Parameters
20%
Three-dimensional (3D)
20%
Beam Cross Section
20%
Finite Element Method
20%
Inelastic Stability
20%
Inelasticity
20%
Uniformly Distributed Load
20%
Parametric Analysis
20%
Nonlinear Finite Element
20%
Load Moment
20%
Steel Beam
20%
Mid-span
20%
Simply Supported Beam
20%
End Moments
20%
Load Configuration
20%
Flange Thickness
20%
Lateral-torsional
20%
Flange Width
20%
Localized Deformation
20%
Local Instability
20%
Global Instability
20%
Distortional Buckling
20%
Engineering
Flexure
100%
Steel Beam
100%
Buckling Mode
50%
Flexural Capacity
33%
Cross Section
16%
Finite Element Modeling
16%
Accurate Prediction
16%
Beam Cross Section
16%
Hole Size
16%
Distributed Load
16%
Distortional Buckling
16%
Geometrical Parameter
16%
Parametric Analysis
16%
Linear Finite Element
16%
Localized Deformation
16%
Simply Supported Beam
16%
End Moment
16%
Flange Width
16%
Finite Element Analysis
16%