Results 11 to 20 of about 22,970 (234)
Elastic Flexural-Torsional Buckling of Steel I-Section Members Unrestrained Between End Supports [PDF]
Elastic instability of steel I-section members has been investigated with regard to axial compression, major axis bending as well as compression and major axis bending, based on the Vlasov theory of thin-walled members.
Marian Antoni Giżejowski +2 more
doaj +1 more source
Influence of Combined Imperfections on Lateral-torsional Buckling Behavior of Pultruded FRP Beams
By way of computational analyses using Finite Element (FE) software this paper presents, by way of sensitivity studies, lateral-torsional buckling resistances of I-beams made of pultruded fibre reinforced polymer.
T. Nguyen +3 more
semanticscholar +1 more source
I-girders with circular corrugated webs are considered as a new fabrication technology. The corrugation of the web considerably increases the stiffness of the cross-section to resist shear forces and also increases the out-of-plane stiffness.
Sh. M. Swelem +2 more
doaj +1 more source
This paper presents the effects of the several factors that influence lateral-torsional buckling on freestanding circular arches. The studied factors that attribute to the effects of lateral-torsional buckling include cross section type, included angle ...
Emmanuel-Peters Teke Tebo +2 more
doaj +1 more source
Compression-Tension-Asymmetry and Stiffness Nonlinearity of Collagen-Matrigel Composite Hydrogels. [PDF]
Self‐assembled collagen hydrogel matrices are widely used in tissue engineering applications. These matrices stiffen and contract laterally under tension due to fiber alignment and soften and collapse under compression due to fiber buckling. It is demonstrated that filler materials, such as Matrigel, linearize the mechanical behavior of collagen ...
Böhringer D +9 more
europepmc +2 more sources
FINITE ELEMENT ANALYSIS ON LATERAL TORSIONAL BUCKLING BEHAVIOUR OF I-BEAM WITH WEB OPENING [PDF]
Lateral torsional buckling may occur in an unrestrained beam. A beam is considered to be unrestrained when its compression flange is free to laterally rotate and laterally displace.
Fatimah , Fadzli , Nor Salwani
doaj +1 more source
Study of the Elastic and Inelastic Resistance to Lateral Torsional Buckling of Steel Semi-Compact I-Sections [PDF]
This paper uses a parametric numerical study to assess the Lateral-torsional buckling (LTB) performance of several semi-compact beams: S1, S2, and S3.
Baker Wael Abuteir, Abderrahim Labed
doaj +1 more source
Analisis Nonlinier Tekuk Torsi Lateral pada Balok Baja Cellular
One of many buckling modes that could occur on the beam is lateral-torsional buckling. Lateral torsional buckling could result in lateral deformation and torsion of section.
Benny Gunawan Hung, Bambang Suryoatmono
doaj +1 more source
Concrete-filled tubular flange girders have been used in bridges, and torsional bracings are widely used in them to increase the lateral-torsional buckling strength. This article proposes an analytical solution for the lateral-torsional buckling (LTB) of
Yingchun Liu +4 more
doaj +1 more source
Buckling analysis of FML cylindrical shells under combined axial and torsional loading [PDF]
Generally, in-served cylindrical shells buckling usually takes place not merely under one of the basic loads, i.e., axial compression, lateral pressure, and torsion, but under a combination of them.
Ahmad Reza Ghasemi +2 more
doaj +1 more source

