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Lateral distortional buckling of cellular composite-beams [PDF]
In the region of negative bending moments of continuous and semi-continuous steel and concrete composite beams, the inferior portion of the steel section is subjected to compression while the top flange is restricted by the slab, which may cause a global
A. D. PIASSI +3 more
doaj +5 more sources
The Lateral Distortional Buckling of I-Plate Girders [PDF]
This paper presents a numerical study for lateral distortional buckling of I-plate girders (LDBIPGs) by using the general-purpose finite element package ABAQUS (version 6.13) software. 3-D finite element (FE) models for simply supported IPGs subjected to
Hanan Gamal +3 more
doaj +2 more sources
Lateral-distortional buckling of continuous steel-concrete composite beam [PDF]
In hogging bending moment regions of continuous composite beams the collapse by lateral-distortional buckling (LDB) can occur. The design against LDB according to ABNT NBR 8800:2008 begins with the determination of the elastic critical moment, which ...
T. V. AMARAL +3 more
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Lateral Distortional Buckling Resistance Predictions of Composite Alveolar Beams: A Review
Few studies have investigated the structural behavior of steel-concrete composite alveolar beams in hogging bending regions. Their resistance can be reached by lateral distortional buckling (LDB), coupling LDB and local failure modes, or limit states of ...
Vinicius Moura de Oliveira +4 more
doaj +2 more sources
A Parametric Study on the LDB Strength of Steel-Concrete Composite Beams
Lateral distortional buckling (LDB) is an instability phenomenon characteristic of steel-concrete composite beams (SCCB) that occurs in the presence of hogging moments in regions close to internal supports.
Alexandre Rossi +4 more
doaj +1 more source
Effect of web stiffeners on the lateral distortional buckling of channel section with hollow flanges
Hollow Flange Channels (HFC) have been known for their higher capacity when compared to open flange C-sections. On the other hand, the small stiffness of HFC slender web compared to their flanges limits the bending capacity to the lateral distortional ...
Amr Shaat +3 more
doaj +1 more source
Since cold-formed steel (CFS) elements are susceptible to complex buckling phenomena that decrease their structural capability, many strengthening trends have been developed so far.
Nathalie Eid, Attila László Joó
doaj +1 more source
Web Rotational Stiffness of Continuous Steel-Concrete Composite Castellated Beams
Continuous composite beams may suffer a global instability know as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending moment to LDB ...
Carla Cristiane Silva +4 more
doaj +3 more sources
Distortional Lateral Torsional Buckling Analysis of Beams with Overhangs [PDF]
AbstractThe present study investigated the effect of web distortion on the lateral torsional buckling strength of Gerber systems.
Payam Pezeshky +2 more
openaire +2 more sources
Design of new cold rolled purlins by experimental testing and Direct Strength Method [PDF]
New cold roll formed channel and zed sections for purlins, namely UltraBEAM™2 and UltraZED™2, have been developed by Hadley Industries plc using a combined approach of experimental testing, finite element modelling and optimisation techniques.
Cartwright, Brian +3 more
core +2 more sources

