Results 21 to 30 of about 122 (98)
Torsional behaviour of thin‐walled members with regular perforation systems
ce/papers, Volume 4, Issue 2-4, Page 343-350, September 2021., 2021 Abstract Thin‐walled cold‐formed (TWCF) steel members that are frequently used in steel storage rack systems generally present a monosymmetric cross‐section. The adopted design approaches derive strictly from those developed for the more traditional bisymmetric solid web members, despite i) the presence in rack components of the eccentricity between ...
Claudio Bernuzzi +2 more
wiley +1 more source
Machines, 2023 In this paper, a numerical experimental study about coupled vibration and natural frequency of thin-walled beams with an arbitrary closed cross-section is presented.
Jianglin Yang +4 more
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Continual model and dynamic calculation of buildings under seismic impacts [PDF]
MATEC Web of Conferences, 2020 Continuum plate model in the form of a cantilever anisotropic plate developed in the framework of the bimoment theory of plates describing seismic oscillations of buildings is proposed in this paper as a dynamic model of a building.
Usarov M. K., Ayubov G. T., Usarov D. M.
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Dynamic methods of spatial calculation of structures based on a plate model [PDF]
E3S Web of Conferences, 2019 This article was devoted to the development of methods of the dynamic calculation based on the finite difference method of laminar structures in the framework of the bimoment theory, which takes into account the spatial stress-strain state.
Toshmatov Elyor +3 more
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Damping of torsional vibrations in thin-walled beams by viscous bimoments [PDF]
Mechanics of Advanced Materials and Structures, 2019 Torsional vibrations in beams are damped by discrete, axial viscous dampers in configurations constituting bimoments.
David Hoffmeyer, Jan Høgsberg
openaire +2 more sources
Bending torsion in Γ-shaped rigid and warping hinge joints
Magazine of Civil Engineering, 2020 This paper investigates the effect of bending torsion which is the cross-sectional warping of thin-walled rods at plane frame joints in the framework of the “semi-shear” theory of V.I. Slivker.
Vladimir Rybakov +2 more
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Nonlinear Buckling Analysis of Thin‐Walled Box Beams considering Shear Lag
Mathematical Problems in Engineering, Volume 2020, Issue 1, 2020., 2020 In this work, a general geometric nonlinear model of straight thin‐walled box beams (STBBs) under combined eccentric and axial loads is established. In order to accurately reflect the behavior of STBB, the additional shear lag warping is added to enrich the displacement field.
Minyao Tan +2 more
wiley +1 more source
Инженерно-строительный журнал, 2014 In steel structures, the combination of both a bending moment and bimoment actions on I-beam members is possible in many cases. In the elastic stage of work, the material bearing capacity check is based on maximum normal stresses, which for symmetric I ...
A.R. Tusnin, M. Prokic
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Mathematical Problems in Engineering, Volume 2020, Issue 1, 2020., 2020 In order to explore the transverse bending responses of carbon fiber‐reinforced polymer (CFRP) square tubes filled with aluminum foam, the three‐point bending tests were carried out on an INSTRON machine, the full‐field deformation measurement was performed using a 3D‐DIC test system, the numerical model was established by ABAQUS/Explicit, and the ...
Dejun Yin +7 more
wiley +1 more source
Buildings, 2023 Exact interaction formulae for the plastic resistances of Z-sections under a combination of three internal forces, i.e., the bending moment about the strong axis My,Ed, bending moment about the weak axis Mz,Ed and bimoment BEd, were created and analyzed.
Antonio Agüero +3 more
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