Results 121 to 130 of about 13,966 (231)

The general instability of eccentrically stiffened cylindrical shells under axial compression and lateral pressure [PDF]

Instability of eccentrically stiffened cylindrical shells under axial compression and lateral ...
Brolliar, R. H., Dickson, J. N.
core   +1 more source

The Elastic Critical Moment of Lateral Torsional Buckling of Steel Beams with Spatially Elastically Restrained at the Support Nodes. [PDF]

Materials (Basel)
Piotrowski R, Szychowski A.
europepmc   +1 more source

DESAP 1: A structural design program with stress and displacement constraints. Volume 1: Theoretical and user's manual [PDF]

A finite element program is presented for computer-automated, minimum weight design of elastic structures with constraints on stresses (including local instability criteria) and displacements.
Kiusalaas, J., Reddy, G. B.
core   +1 more source

Analysis of Load-Bearing Capacity and Lateral-Torsional Buckling (LTB) Stability of OSB Laminated and I-Beams Made of Wood and Wood-Based Materials. [PDF]

Materials (Basel)
Denisiewicz A, Socha T, Kula K.
europepmc   +1 more source

Structural analysis of three space crane articulated-truss joint concepts [PDF]

Three space crane articulated truss joint concepts are studied to evaluate their static structural performance over a range of geometric design parameters.
Sutter, Thomas R., Wu, K. Chauncey
core   +1 more source

Evaluation of the Influence of Bolt Fastener Spacing on the Elastic Critical Load from the Lateral-Torsional Buckling Condition of Built-Up Bending Members. [PDF]

Materials (Basel)
Piotrowski R, Szychowski A.
europepmc   +1 more source

Fibre-reinforced epoxy intumescent coatings for strengthening and fire protecting steel beams [PDF]

, 2014
Bisby, Luke A., Triantafyllidis, Zafiris
core  

Failure Mechanisms and Changes in Load-Bearing Capacity of Sinusoidal Corrugated Girders Under Fatigue and Static Loading. [PDF]

Materials (Basel)
Śledziewski K, Górecki M.
europepmc   +1 more source

Hysteretic slit-snapping and multistability in buckled beams with partial cuts. [PDF]

Sci Adv
Faulí BD, Kwakernaak L, van Hecke M.
europepmc   +1 more source

Torsional behaviour of high strength steel (S700) rectangular hollow section stub column. [PDF]

Sci Rep
Vanlalruata J, Devi SV, Lalthazuala R.
europepmc   +1 more source