Results 71 to 80 of about 145 (125)

Review on cold-formed steel connections. [PDF]

ScientificWorldJournal, 2014
Lee YH, Lee YH, Tan CS, Mohammad S, Tahir MM, Shek PN.   +5 more
europepmc   +1 more source

Steel Rack Connections: Identification of Most Influential Factors and a Comparison of Stiffness Design Methods. [PDF]

PLoS One, 2015
Shah SN, Sulong NH, Shariati M, Jumaat MZ.   +3 more
europepmc   +1 more source

Inverse poroelasticity as a fundamental mechanism in biomechanics and mechanobiology. [PDF]

Nat Commun, 2017
Ehret AE, Bircher K, Stracuzzi A, Marina V, Zündel M, Mazza E.   +5 more
europepmc   +1 more source

Spontaneous reformation of upper eyelid. [PDF]

Br J Ophthalmol, 1988
Mehta HK.
europepmc   +1 more source

Systematic analysis of constitutive models of brain tissue materials based on compression tests. [PDF]

Heliyon
Kang W, Li Q, Wang L, Zhang Y, Xu P, Fan Y.   +5 more
europepmc   +1 more source

Experimental study and finite element analysis of heavy-duty escalator truss under full load conditions. [PDF]

Sci Rep
Li N, Cao Z, Bao W, Lin S, Zou T, Yan M.
europepmc   +1 more source

Evaluation of Thin‐Walled Beam Formulation for Lateral and Distortional Buckling

Structures
H.S. Osman, I.F. Ozkan, R.E. Erkmen
openaire   +1 more source

Some of the next articles are maybe not open access.

Related searches:

Design Considerations for Distortional Lateral Buckling

Journal of Structural Engineering, 2021
AbstractA finite-element formulation is presented for the elastic distortional buckling analysis of doubly symmetric wide flange beams.
Ramin Arizou, Magdi Mohareb, Mohareb Magdi   +2 more
exaly   +2 more sources

Finite element formulation for distortional lateral buckling of I-beams

Engineering Structures, 2022
Ramin Arizou, Magdi Mohareb
exaly   +2 more sources

Influence of the distortional-lateral buckling mode on the interactive buckling of short channels

Thin-Walled Structures, 2016
Abstract The present paper deals with an influence of the distortional-lateral buckling mode on the interactive buckling of thin-walled short channels with imperfections subjected to the bending moment when the shear lag phenomenon and distortional deformations are taken into account. A plate model (2D) is adopted for the channel section.
Zbigniew Kolakowski, Mariusz Urbaniak
exaly   +2 more sources