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Through finite element analysis (FEA) and experimental study, the mechanical behavior including slip load relationship, load transfer factors, stress state, and friction stress distribution of this type of joints was studied in detail.
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Through the process, the following information was obtained: crack development pattern and failure mode; load displacement relationship; load-reaction relationship; load-tendon stress; flexural capacity; flexural ductility; and curvature-prestress loss.
The column strengths, load-axial shortening relationship, load-axial strain relationship and failure modes of columns were presented.
A forced single-factor analysis showed loadings very similar to the one with N/A scored as 0 except that personal relationship loaded 0.662 with N/A scored missing compared with 0.419 with N/A scored as zero.
Comparing the way you feel during a fling to the way you feel about a long-term relationship loaded with responsibility isn't sensible.
The column ultimate loads, load axial shortening relationships, load–strain relationships, load mid-height load mid-heightion relateralhips andeflectionmodes of the concrelationshipstandless steel circular tubular columns were measured failuree tests.
No obvious change in the linear relationship between load and deformation was observed at higher loads, with the coefficient of determination reducing only slightly from 0.9995 to 0.9982.
The relationship between load and compression depth is calculated for various twin spacing and loading directions.
This study examined the relationship between load indicators and overuse injuries.
Next, contact force is calculated and linearity of the relationship between load and strain is checked.
The mathematic relationship between load and indentation depth has been built to investigate indentation size effect.
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