Results 81 to 90 of about 6,801,312 (152)

Experimental and Numerical Comparison of Replaceable Sleeve Fuses and Reduced Web Sections for Improved End-Plate Bolted Connection Performance

open access: yesBuildings
Steel moment-resisting frames rely on strength and ductility to perform under seismic loads. Conventional techniques such as reduced beam section (RBS) and reduced web section (RWS) improve ductility by relocating plastic hinges but can suffer from local
Muhammed Atar
doaj   +1 more source

Buckling Reliability of Deteriorating Steel Beam Ends

open access: yesElectronic Journal of Structural Engineering, 2006
Deterioration of steel beam ends due to deicing media is a common problem in colder climates. A primary effect of this deterioration is a reduction in the buckling capacity of the steel beam due to thinning or loss of the web section above the bearing ...
J. W. van de Lindt, S. Pei
doaj  

Instability of composite beams in hogging bending [PDF]

open access: yes
This work is concerned with local buckling and lateral distortional buckling, two aspects of instability that govern the design of composite beams in hogging regions.
Chen, Shiming
core  

Lateral-torsional buckling resistance of pultruded fibre reinforced polymer shapes [PDF]

open access: yes
The currently lack of design guidance for pultruded fibre-reinforced polymer member requires more study on their structural behaviours in order to provide structural designer with confidence when applying this material into civil engineering.
Nguyen, T. T. (Tien Thuy)
core  

Buckling and post-buckling analysis of auxetic cellular structures [PDF]

open access: yes
Numerical simulations and experimental tests are performed in this contribution to investigate buckling and failure modes of auxetic cellular structures as well as sandwich panels with auxetic cores.
BELHADJAMOR, Meriem   +3 more
core  

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