Results 1 to 10 of about 145 (125)
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
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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
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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
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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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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
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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
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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
Lateral Buckling Analysis of the Steel-Concrete Composite Beams in Negative Moment Region
Distortional buckling is one of the important buckling models of steel-concrete composite beam in negative moment region. Rotation restraining rigidity and lateral restraining rigidity which steel beam web to bottom plate of steel-concrete composite are ...
Fengqi Guo, Shun Zhou, Lizhong Jiang
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Opportunities of Semiconducting Oxide Nanostructures as Advanced Luminescent Materials in Photonics
The review discusses the challenges of wide and ultrawide bandgap semiconducting oxides as a suitable material platform for photonics. They offer great versatility in terms of tuning microstructure, native defects, doping, anisotropy, and micro‐ and nano‐structuring. The review focuses on their light emission, light‐confinement in optical cavities, and
Ana Cremades +7 more
wiley +1 more source

