Results 11 to 20 of about 122 (98)
Bimoment Influence on the Design of Steel Elements According to the European Standards
Ce/PapersAbstract In addition to axial forces and bending moments, the bimoment can significantly influence both the resistance and stability of steel members, independently of the geometry of their cross‐section. The complex interaction between the bimoment and other internal forces, and its implications for overall frame stability, remains ...
Marco Simoncelli
exaly +3 more sources
Experimental study of the bearing capacity of compressed steel struts of an I-beam profile in conditions of constrained torsion [PDF]
E3S Web of Conferences, 2023 Wide application in the construction of thin-walled steel rods of an open profile requires taking into account the peculiarities of the work of load-bearing structural elements under the action of the entire complex of loads.
Abdurakhmonov Amirshokh +1 more
doaj +1 more source
IOP Conference Series: Materials Science and Engineering, 2019 Abstract In this paper, an adaptation variant of the “deformation model” is proposed for estimating the parameters of the stress-strain state of a reinforced concrete bar element with flexible discrete reinforcement, taking into account the deplanation of concrete and the features of contact interaction between reinforcement and concrete.
exaly +2 more sources
To the solution of the problem of longitudinal vibrations of multi-storey buildings on the basis of the plate model [PDF]
E3S Web of Conferences, 2023 The article is devoted to the development of a continual spatial plate model of a multi-story building, developed in the framework of the bimoment theory of thick plates. A technique for dynamic spatial calculation for the seismic resistance of buildings
Mamatisaev G.I. +4 more
doaj +1 more source
Influence of bimoment restraints on load-bearing capacity of steel I-beams
, 2021 K. Wierzbicki, M. Szumigała
exaly +3 more sources
Non-uniform torsion of thin-walled open-section multi-span beams [PDF]
Инженерно-строительный журнал, 2016 In the article a calculation of the bending moment and bimoment for different occasions single- and multi-span continuous thin-walled channel section beams using B.P.E. Clapeyron and N.L. Kuzmin methods have been made.
A.D. Pavlenko +3 more
doaj +1 more source
Applied Sciences, 2022 The resistances of HVH sections (H—horizontal upper flange, V—vertical web, H—horizontal bottom flange) were investigated by the authors in the frame of the large parametrical studies focused on the complete HVH-section categories: channels, Z-sections ...
Antonio Agüero +2 more
doaj +1 more source
To the calculation of orthotropic plates taking into account bimoments
Bulletin of the National Technical University "KhPI" A series of "Information and Modeling", 2022 The work is devoted to the development of the bimoment theory and the method for calculating thick plates in the framework of the three-dimensional theory of elasticity. The basic relations and equations of motion of the plate are given, constructed with respect to forces, moments and bimoments, arising from the nonlinearity of the law of distribution ...
Makhmatali Usarov +3 more
openaire +1 more source
Equivalent geometric imperfections for the LTB‐design of members with I‐sections
Steel Construction, Volume 15, Issue 4, Page 213-228, November 2022., 2022 Abstract For the stability assessment of members and structures according to EN 1993‐1‐1, the equivalent member method, the geometrical non‐linear calculation with equivalent geometrical imperfections or the GMNIA analysis with geometrical imperfections and residual stresses can be used alternatively.
Richard Stroetmann, Sergei Fominow
wiley +1 more source
Local Buckling of Compressed Cold‐Formed Lipped Channels via Buckling Mode Shapes
ce/papers, Volume 5, Issue 4, Page 178-185, September 2022., 2022 Abstract The effective width method is the most well‐known approach to determine the resistance of cold‐formed members using design formulas, accounting for the effect of local and distortional buckling. Local buckling is usually the most dominant failure mode of compressed C channels.
Bálint Vaszilievits‐Sömjén
wiley +1 more source