Results 141 to 150 of about 23,353 (234)

Nonlinear buckling analysis of curved railway tracks considering unbalanced cant and train speed. [PDF]

Sci Rep
Chuadchim P, Ngamkhanong C, Aela P, Jing G, Kaewunruen S.   +4 more
europepmc   +1 more source

Large recoverable elastic energy in chiral metamaterials via twist buckling. [PDF]

Nature
Fang X, Yu D, Wen J, Dai Y, Begley MR, Gao H, Gumbsch P.   +6 more
europepmc   +1 more source

Manufacturing Order Matters? Exploring the Impact of Heat Treatment and Machining Sequences on the NiTi Instruments Properties. [PDF]

Aust Endod J
Silva EJNL, Martins JNR, de Oliveira LNM, do Pereira MDR, Alcalde MP, Vieira VTL, Fernandes FMB, Versiani MA.   +7 more
europepmc   +1 more source

Multimethod Analysis of a Novel NiTi Rotary System: Cyclic Fatigue, Buckling Resistance, and Bending Tests. [PDF]

Eur J Dent
Rocha AR, Limoeiro AG, Seckler IN, Alves BR, Soares AJ, Lima SN, Vieira VT, Marceliano-Alves MFV, Nascimento WM, Rasquin LC, Frozoni M.   +10 more
europepmc   +1 more source

The impact of blade geometry (nonflat, flat or hybrid) and metallurgical composition on the mechanical performance of NiTi endodontic instruments: A multimethod laboratory study. [PDF]

Int Endod J
Silva EJNL, Martins JNR, Cardoso TO, do Rosário Pereira M, Alcalde MP, Vieira VTL, Baruwa AO, Fernandes FMB, Versiani MA.   +8 more
europepmc   +1 more source

Lateral Impact Performance of Cold-Formed Steel L-Shaped Built-Up Columns. [PDF]

Materials (Basel)
Li M, Sun J, Hu Y, Jiang L, Zhou S, Dai G, Wu N.   +6 more
europepmc   +1 more source

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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

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
exaly   +2 more sources

Lateral-torsional buckling of composite beams

International Journal of Solids and Structures, 2002
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
László P Kollar
exaly   +3 more sources

Lateral-Torsional Buckling Resistance of Castellated Beams

Journal of Structural Engineering, 2017
AbstractThe existing design expressions for the lateral-torsional buckling behavior of castellated beams conflict. Furthermore, they do not take into account the detrimental effect of the residual stress modification attributable to the fabrication process, which was only recently demonstrated by the authors.
Delphine Sonck, Jan Belis, Belis Jan
exaly   +2 more sources