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Transversely loaded beam grillages are quite often used in industrial construction. In order to produce a safe design of such structures, it is necessary to account for the lateral torsional buckling phenomenon, which reduces load-bearing capacity. To be
Rafał Piotrowski +2 more
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Engineering Structures, 2016
Abstract Lateral-torsional buckling (LTB) is an ultimate limit state that can occur in the hogging moment regions of continuous composite steel and concrete beams. This limit state is characterised by the buckling of the steel profile compressed flange (bottom flange) about the minor axis, together with a distortion of the steel profile web.
Adenilcia Fernanda Grobério Calenzani
exaly +2 more sources
Abstract Lateral-torsional buckling (LTB) is an ultimate limit state that can occur in the hogging moment regions of continuous composite steel and concrete beams. This limit state is characterised by the buckling of the steel profile compressed flange (bottom flange) about the minor axis, together with a distortion of the steel profile web.
Adenilcia Fernanda Grobério Calenzani
exaly +2 more sources
Elasticity and Critical Bending Moment of Model Colloidal Aggregates
Physical Review Letters, 2005The bending mechanics of singly bonded colloidal aggregates are measured using laser tweezers. We find that the colloidal bonds are capable of supporting significant torques, providing a direct measurement of the tangential interactions between particles.
John P, Pantina, Eric M, Furst
openaire +2 more sources
International Journal of Structural Stability and Dynamics, 2019
Great attention has been given in the last few years to steel–concrete composite beams due to the gains in strength that can be obtained with the small cost of installing a shear connection between the steel profile and the concrete slab. In continuous and semicontinuous composite beams close to the internal supports, hogging bending moments are ...
João Victor Fragoso Dias +3 more
openaire +1 more source
Great attention has been given in the last few years to steel–concrete composite beams due to the gains in strength that can be obtained with the small cost of installing a shear connection between the steel profile and the concrete slab. In continuous and semicontinuous composite beams close to the internal supports, hogging bending moments are ...
João Victor Fragoso Dias +3 more
openaire +1 more source
Elastic critical moments of I sections with very slender webs
2002A.J. Wang, K.F. Chung
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Direct imaging for the moment tensor point sources of elastic waves
Journal of Computational Physics, 2022Xianchao Wang, Yukun Guo
exaly
Elastic and inelastic analyses of composite cellular beams in hogging moment regions
Thin-Walled Structures, 2023Vinicius Moura De Oliveira +2 more
exaly
Elastic buckling of I-beams under linear moment gradient
International Journal of Solids and Structures, 2003Nam-Hyoung Lim, Young-Jong Kang
exaly

