Evaluating the effects of noise on full field displacement data used for the identification of soil stress-strain response

2018 ◽  
pp. 221-226
Author(s):  
J.A. Charles ◽  
C.C. Smith ◽  
J.A. Black
Keyword(s):  
Strain Response ◽  
Stress Strain ◽  
Full Field ◽  
Field Displacement ◽  
Soil Stress

scholarly journals Prediction of soil stress-strain response incorporates mobilised shear strength envelope of granitic residual soil

2017 ◽  
Author(s):  
Abdul Samad Abdul Rahman ◽  
Mohd Jamaludin Md Noor ◽  
Juhaizad Bin Ahmad ◽  
Norbaya Sidek
Keyword(s):  
Shear Strength ◽  
Residual Soil ◽  
Strain Response ◽  
Stress Strain ◽  
Soil Stress

scholarly journals Underwater Dynamic Response at Limited Points Expanded to Full-Field Strain Response

2018 ◽  
Vol 140 (5) ◽  
Author(s):  
Yuanchang Chen ◽  
Dagny Joffre ◽  
Peter Avitabile
Keyword(s):  
Real Time ◽  
Measured Data ◽  
Great Success ◽  
Strain Response ◽  
Full Field ◽  
Field Displacement ◽  
Health Assessments ◽  
Field Response ◽  
Applied Forces ◽  
Measured Response

Expansion of real-time operating data from limited measurements to obtain full-field displacement data has been performed for structures in air. This approach has shown great success, and its main advantage is that the applied forces do not need to be identified. However, there are applications where structures may be immersed in water and the full-field real-time response may be needed for design and structural health assessments. This paper presents the results of a structure submersed in water to identify full-field response using only a handful of measured data. The same approach is used to extract the full-field displacements, and the results are compared to the actual full-field measured response. The advantage of this approach is that the force does not need to be identified and, most importantly, the damping and fluid–structure interaction does not need to be identified in order to perform the expansion. The results show excellent agreement with the measured data.

Experimental Characterization of Mechanical Behavior of Cord-Rubber Composites

1982 ◽  
Vol 10 (1) ◽  
pp. 37-54 ◽  
Author(s):  
M. Kumar ◽  
C. W. Bert
Keyword(s):  
Response Characteristic ◽  
Cord Compression ◽  
Complete Characterization ◽  
Strain Response ◽  
Strain Gages ◽  
Experimental Characterization ◽  
Rubber Composites ◽  
Stress Strain ◽  
Strain Data

Abstract Unidirectional cord-rubber specimens in the form of tensile coupons and sandwich beams were used. Using specimens with the cords oriented at 0°, 45°, and 90° to the loading direction and appropriate data reduction, we were able to obtain complete characterization for the in-plane stress-strain response of single-ply, unidirectional cord-rubber composites. All strains were measured by means of liquid mercury strain gages, for which the nonlinear strain response characteristic was obtained by calibration. Stress-strain data were obtained for the cases of both cord tension and cord compression. Materials investigated were aramid-rubber, polyester-rubber, and steel-rubber.

Extracting full-field dynamic strain response of a rotating wind turbine using photogrammetry

2015 ◽  
Author(s):  
Javad Baqersad ◽  
Peyman Poozesh ◽  
Christopher Niezrecki ◽  
Peter Avitabile
Keyword(s):  
Wind Turbine ◽  
Dynamic Strain ◽  
Strain Response ◽  
Full Field ◽  
Field Dynamic

Cyclic stress-strain response of porous aluminum

1990 ◽  
Vol 6 (2) ◽  
pp. 207-230 ◽  
Author(s):  
Han C. Wu ◽  
Paul T. Wang ◽  
W.F. Pan ◽  
Z.Y. Xu
Keyword(s):  
Cyclic Stress ◽  
Strain Response ◽  
Stress Strain ◽  
Porous Aluminum
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