Results 211 to 220 of about 36,359 (271)
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Mechanics of Advanced Materials and Structures, 2020
In this paper, analytical solutions of the long-term lateral-torsional buckling behavior for the concrete filled steel tubular (CFST) arch with pin ends subjected to uniform radial loads and temperature field are presented.
Yonghui Huang +3 more
semanticscholar +1 more source
In this paper, analytical solutions of the long-term lateral-torsional buckling behavior for the concrete filled steel tubular (CFST) arch with pin ends subjected to uniform radial loads and temperature field are presented.
Yonghui Huang +3 more
semanticscholar +1 more source
Journal of constructional steel research, 2020
A primary failure mode for thin-walled steel members is lateral-torsional buckling (LTB), in which steel cantilever beams experience nonuniform twisting and buckling about their weak axes.
A. Lokman Demirhan +4 more
semanticscholar +1 more source
A primary failure mode for thin-walled steel members is lateral-torsional buckling (LTB), in which steel cantilever beams experience nonuniform twisting and buckling about their weak axes.
A. Lokman Demirhan +4 more
semanticscholar +1 more source
Modelling and Statistical Approaches to Lateral-Torsional Buckling
Advanced Materials Research, 2014Some particular and selected problems aimed at ultimate limit state and probability-based studies pertaining to lateral-torsional buckling of steel beams are described. Stochastic analysis of the ultimate limit state of a slender member IPE220 under bending was elaborated.
Zdenek Kala, Jan Valeš
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, 2020
The present study provides a formal generalization of the elastic lateral torsional buckling solution based on the Vlasov theory, initially intended for monolithic sections, to extend its applicability to any number of cross-sections connected together ...
P. Pezeshky +4 more
semanticscholar +1 more source
The present study provides a formal generalization of the elastic lateral torsional buckling solution based on the Vlasov theory, initially intended for monolithic sections, to extend its applicability to any number of cross-sections connected together ...
P. Pezeshky +4 more
semanticscholar +1 more source
Neural networks for lateral torsional buckling strength assessment of cellular steel I-beams
Advances in Structural Engineering, 2019An artificial neural network model was developed as a reliable modeling method for simulating and predicting the ultimate force capacities of cellular steel beams.
Y. Sharifi +3 more
semanticscholar +1 more source
Elastic lateral-torsional buckling behavior of steel I-beams with sinusoidal web openings
Structures, 2023Adriano Silva de Carvalho +3 more
semanticscholar +1 more source
Lower Bound for Torsional Lateral Buckling
Journal of the Structural Division, 1968Herein an algebraic lower bound solution to the buckling load of the structures is presented.
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Buckling of Laterally or Torsionally Restrained Beams
Journal of the Engineering Mechanics Division, 1973A theoretical study is made of the elastic lateral buckling of simply supported, bisymmetrical I-beams provided with a central brace capable of supplying either lateral or torsional restraint. Loading consisting of either equal end moments, a central load, or a uniform load is considered and the effects of variations in the level of application of both
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On the lateral-torsional buckling of non-uniform C-beams
2019This paper experimentally and numerically investigates the lateral stability problem of metallic C-beams with uniformly varying cross-section. The results of a compression test on a physical model are compared with the numerical predictions of the lateral-torsional buckling load given by a variational approach. A good theory vs.
Amendola A. +3 more
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Lateral Torsional Buckling of Wood Beams
2014Structural wood design standards recognize lateral torsional buckling as an important failure mode, which tends to govern the capacity of long span laterally unsupported beams. A survey of the literature indicates that only a few experimental programs have been conducted on the lateral torsional buckling of wooden beams.
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