Results 121 to 130 of about 36,359 (271)

Elastic lateral-torsional buckling of beams with warping restraints at supports

open access: yesJournal of constructional steel research, 2022
Maxime Lebastard   +4 more
semanticscholar   +1 more source

Space fabrication demonstration system: Executive summary [PDF]

open access: yes
The results of analysis and tests conducted to define the basic 1-m beam configuration required, and the design, development, fabrication, and verification tests of the machine required to automatically produce these beams are ...

core   +1 more source

Efficient structures for geosynchronous spacecraft solar arrays. Phase 1, 2 and 3 [PDF]

open access: yes
Structural concepts for deploying and supporting lightweight solar-array blankets for geosynchronous electrical power are evaluated. It is recommended that the STACBEAM solar-array system should be the object of further study and detailed evaluation. The
Adams, L. R., Hedgepeth, J. M.
core   +1 more source

A new finite element formulation for the lateral torsional buckling analyses of orthotropic FRP-externally bonded steel beams

open access: yesCurved and Layered Structures
The present study develops a new finite element (FE) formulation for the lateral torsional buckling (LTB) analyses of steel beams exteriorly bonded with orthotropic fiber-reinforced polymer (FRP) layers.
Doan-Tan Thi   +2 more
doaj   +1 more source

Design Procedures for Fiber Composite Box Beams [PDF]

open access: yes
Step-by-step procedures are described which can be used for the preliminary design of fiber composite box beams subjected to combined loadings.
Chamis, Christos C., Murthy, Pappu L. N.
core   +1 more source

Bending and lateral-torsional buckling investigation on glass beams for frameless domes

open access: yesResults in Engineering
Saddam Hussain   +4 more
semanticscholar   +1 more source

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

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

Behaviour of parallel girders stabilised with U‐frames

open access: yesJournal of Civil Engineering and Management, 2010
Lateral torsional buckling is a key factor in the design of steel girders. Stability can be enhanced by cross‐bracing, reducing the effective length and thus increasing the ultimate capacity.
Kuldeep Virdi, Walid Azzi
doaj  

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