Results 121 to 130 of about 36,359 (271)
Elastic lateral-torsional buckling of beams with warping restraints at supports
Maxime Lebastard +4 more
semanticscholar +1 more source
Space fabrication demonstration system: Executive summary [PDF]
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]
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
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]
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
Saddam Hussain +4 more
semanticscholar +1 more source
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
Elastic lateral-torsional buckling of cellular beams
Luana V. da Silva, L. Mesquita
semanticscholar +1 more source
Behaviour of parallel girders stabilised with U‐frames
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
The Elastic Critical Moment of Lateral Torsional Buckling of Steel Beams with Spatially Elastically Restrained at the Support Nodes. [PDF]
Piotrowski R, Szychowski A.
europepmc +1 more source

