scholarly journals Proposal and analytical investigation of optical comparator for optical and electrical converted Viterbi‐decoding scheme

2016 ◽  
Vol 52 (16) ◽  
pp. 1397-1399 ◽  
Author(s):  
Y. Aikawa ◽  
H. Uenohara
Keyword(s):  
Analytical Investigation ◽  
Viterbi Decoding

Analytical Investigation of Commercial Geranium Oils from Pelargonium graveolens L'Hér

Planta Medica ◽  
2012 ◽  
Vol 78 (05) ◽  
Author(s):  
M Wang ◽  
A Chittiboyina ◽  
B Avula ◽  
J Zhao ◽  
N Tabanca ◽  
...  
Keyword(s):  
Analytical Investigation ◽  
Pelargonium Graveolens

Analytical investigation of the receiver for Raman-based distributed temperature sensors

2021 ◽  
Vol 63 ◽  
pp. 102484
Author(s):  
Luís C.B. Silva ◽  
Carlos E.S. Castellani ◽  
Marcelo E.V. Segatto ◽  
Maria J. Pontes
Keyword(s):  
Analytical Investigation ◽  
Temperature Sensors ◽  
Distributed Temperature Sensors

Analytical investigation of Pelton turbine for mini hydro power: For the case of selected site in Ethiopia

2021 ◽  
Author(s):  
Samuel Tilahun ◽  
Velmurugan Paramasivam ◽  
Mebratu Tufa ◽  
Alelign kerebih ◽  
Senthil Kumaran Selvaraj
Keyword(s):  
Analytical Investigation ◽  
Hydro Power ◽  
Pelton Turbine

Experimental and analytical investigation of 3D printed specimens reinforced by different forms of recyclates from wind turbine waste

2021 ◽  
Author(s):  
Mazin Tahir ◽  
Amirmohammad Rahimizadeh ◽  
Jordan Kalman ◽  
Kazem Fayazbakhsh ◽  
Larry Lessard
Keyword(s):  
Wind Turbine ◽  
Analytical Investigation ◽  
3D Printed

scholarly journals Analytical Investigation of Tension Loaded Deformed Rebar Anchors in Concrete

CivilEng ◽  
2021 ◽  
Vol 2 (2) ◽  
pp. 442-458
Author(s):  
Sandip Chhetri ◽  
Rachel A. Chicchi
Keyword(s):  
Test Data ◽  
Parametric Study ◽  
Failure Modes ◽  
Experimental Testing ◽  
Analytical Investigation ◽  
Failure Behavior ◽  
Capacity Design ◽  
Simulation Results

Experimental testing of deformed rebar anchors (DRAs) has not been performed extensively, so there is limited test data to understand their failure behavior. This study aims to expand upon these limited tests and understand the behavior of these anchors, when loaded in tension. Analytical benchmark models were created using available test data and a parametric study of deformed rebar anchors was performed. Anchor diameter, spacing, embedment, and number of anchors were varied for a total of 49 concrete breakout simulations. The different failure modes of anchors were predicted analytically, which showed that concrete breakout failure is prominent in the DRA groups. The predicted concrete breakout values were consistent with mean and 5% fractile concrete capacities determined from the ACI concrete capacity design (CCD) method. The 5% fractile factor determined empirically from the simulation results was kc = 26. This value corresponds closely with kc = 24 specified in ACI 318-19 and ACI 349-13 for cast-in place anchors. The analysis results show that the ACI CCD formula can be conservatively used to design DRAs loaded in tension by applying a kc factor no greater than 26.

Sign in / Sign up

Export Citation Format

Share Document