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Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings
Elilarasi Kanthasamy
, Kajaharan Thirunavukkarasu
, Keerthan Poologanathan
,
Perampalam Gatheeshgar
, Shaun Todhunter
, Thadshajini Suntharalingam
, Muhammadh Fareedh Muhammadh Ishqy
SCEDT Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
2
Citations (Scopus)
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Keyphrases
Shear Behavior
100%
Rectangular Hollow Flange Beams
100%
Doubly Symmetric
100%
Circular Edge
100%
Cold-formed Steel Structures
75%
Edge Stiffener
75%
Web Opening
50%
Shear Capacity
50%
Design Equation
25%
Stiffener
25%
Reduction Factor
25%
Direct Strength Method
25%
Proposed Design Equation
25%
Opening Size
25%
Floor Beam
25%
Stiffened Web
25%
Buckling Effect
25%
Capacity Increment
25%
ABAQUS Software
25%
Conventional Open
25%
Edge-stiffened Web Holes
25%
Torsional Effect
25%
Circular Web Opening
25%
Nonlinear numerical Model
25%
Engineering
Shear Property
100%
Formed Steel
75%
Design Equation
50%
Parametric Study
25%
Numerical Model
25%
Reduction Factor
25%
Direct Strength Method
25%
Opening Size
25%