Experimental Evaluation of an Advanced Buffet Suppression System on Full Scale F/A-18 Fin

2007 ◽  
Vol 44 (3) ◽  
pp. 733-740 ◽  
Author(s):  
Viresh K. Wickramasinghe ◽  
Yong Chen ◽  
David G. Zimcik
Keyword(s):  
Experimental Evaluation ◽  
Full Scale ◽  
Suppression System

Testing facility for experimental evaluation of non-structural components under full-scale floor motions

2009 ◽  
Vol 18 (4) ◽  
pp. 387-404 ◽  
Author(s):  
Gilberto Mosqueda ◽  
Rodrigo Retamales ◽  
Andre Filiatrault ◽  
Andrei Reinhorn
Keyword(s):  
Experimental Evaluation ◽  
Full Scale ◽  
Structural Components ◽  
Testing Facility

Full scale test facility for operability verification of tokamak pressure suppression system at sub-atmospheric conditions

2021 ◽  
Vol 168 ◽  
pp. 112639
Author(s):  
A. Pesetti ◽  
M. Raucci ◽  
G. Giambartolomei ◽  
A. Marini ◽  
B. Sarkar ◽  
...  
Keyword(s):  
Full Scale ◽  
Test Facility ◽  
Atmospheric Conditions ◽  
Full Scale Test ◽  
Scale Test ◽  
Suppression System

439 A study of fire behavior in a compartment with an activation of fire suppression system : Part1 Experiment by using full scale compartment

2005 ◽  
Vol 2005.2 (0) ◽  
pp. 343-344
Author(s):  
Yoshinao TAKAHASHI ◽  
Fumio TAKASE ◽  
Tomoaki NAKAO ◽  
Shinichi SUGAHARA ◽  
Masahiro MORITA ◽  
...  
Keyword(s):  
Fire Suppression ◽  
Fire Behavior ◽  
Full Scale ◽  
Suppression System

An Experimental Evaluation of the Stresses in Drilled Balls

1975 ◽  
Vol 97 (3) ◽  
pp. 533-537 ◽  
Author(s):  
L. J. Nypan ◽  
H. H. Coe ◽  
H. W. Scibbe
Keyword(s):  
Principal Stress ◽  
Strain Gage ◽  
Experimental Evaluation ◽  
Applied Load ◽  
Full Scale ◽  
Mass Reduction ◽  
Bending Stresses

Stresses in dimensionally similar large models of 40-, 50- and 60-percent mass reduction cylindrically hollow “drilled” bearing balls were experimentally evaluated with flat strain gage rosettes. Dimensionless principal stress coefficients were calculated and were applied to estimate the bending stresses in the drilled balls of three series of full-scale bearing experiments. Stresses were highest when the applied load approached the edge of the hole, and ranged up to almost 620 × 106 N/m2 (90,000 psi) at the bore.

Full-scale Experimental Evaluation of Partially Grouted, Minimally Reinforced Concrete Masonry Unit (CMU) Walls Against Blast Demands

2010 ◽  
Author(s):  
James S. Davidson ◽  
John M. Hoemann ◽  
Jonathon S. Shull ◽  
Hani A. Salim ◽  
Robert J. Dinan ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Experimental Evaluation ◽  
Full Scale ◽  
Masonry Unit ◽  
Concrete Masonry
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