Results 121 to 130 of about 885 (186)

Anchor-induced localized stress evolution and deformation prediction in SOI MEMS structures. [PDF]

open access: yesMicrosyst Nanoeng
Hui D   +7 more
europepmc   +1 more source

Non-Amontons frictional behaviors of grain boundaries at layered material interfaces. [PDF]

open access: yesNat Commun
Song Y   +8 more
europepmc   +1 more source

Development of Consistent Buckling Curves for Torsional and Lateral-Torsional Buckling

Steel Construction, 2008
AbstractThe stability design of beams and columns for lateral‐torsional and torsional buckling is generally treated in the new Eurocode 3‐1‐1 [1] by using the same buckling curves used for flexural buckling. These buckling curves are expressed mathematically in terms of a function χ($ \bar \lambda $), which was derived in [2] and [3] by combining a ...
Andreas Taras, Richard Greiner
exaly   +2 more sources

Lateral–Torsional Buckling Resistance of Cellular Beams

Journal of Constructional Steel Research, 2015
The evenly spaced circular web openings in I-section cellular beams have an advantageous effect on the material use if these beams are loaded in strong-axis bending. However, not all aspects of the behaviour of such beams have been studied adequately, such as the lateral–torsional buckling failure.
Delphine Sonck, Jan Belis
exaly   +2 more sources

Lateral Torsional Buckling of Split Aluminium Mullion

Key Engineering Materials, 2016
Curtain wall industry is the major user of aluminium as a structural material in buildings, with two basic curtain wall systems: stick and unitised. The latter is preassembled in shops, with the main feature that frame profiles are split in two interlocking halves. Such cross sections are complex, open and prone to lateral torsional buckling.
Skejić, Davor   +3 more
openaire   +1 more source

Lateral–torsional buckling resistance of coped beams

Journal of Constructional Steel Research, 2005
The lateral–torsional buckling resistance of beams depends on the support conditions. In floor structures for buildings coped beams are often used. A numerical model was developed to investigate the influence of copes on the lateral buckling resistance.
Maljaars, J.   +3 more
openaire   +2 more sources

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