Sentence examples for angle leg from inspiring English sources
Moreover, local buckling depends on the interaction between the width thickness ratio of angle leg, overall slenderness ratio of angle between batten plates and overall slenderness of column.
Here, linear adaptations of the three leg parameters, leg angle, leg length and leg stiffness during late swing phase are assumed.
Numerous cases of slender battened column sections having different width thickness angle leg ratios, overall slenderness ratios between batten plates and overall slenderness ratios are chosen in this study.
In this paper, the most effective leg retrofitting method has been investigated through an experimental testing program using a one-panel angle leg retrofitting model and a nonlinear finite element (FEM) model.
The present study was initiated to determine the effect that connection parameters: (1) gage length of the outstanding angle leg, (2) angle depth, (3) angle thickness, and (4) stringer length have on moment rotation behavior and stress concentrations from a typical 286,000 pound railcar load.
The higher strains (18,000 µm) are recorded in S1 and S3 due to the tension yielding of angle leg.
Overall buckling mode is mainly affected by overall member slenderness ratio as well as angle legs width to thickness ratio.
Almost every movement mutates as you watch: bodies curve and swoop, hips angle, legs buckle, chests and heads push out with ungainly emphasis.
A parametric study was performed on a group of battened beam-columns with variable angle legs having different outstanding leg width thickness ratios, angle local slenderness ratios, and column overall slenderness ratios.
The behavior and strength of battened column members composed of slender angle sections are mainly governed by local buckling of angle legs or torsional buckling of the angle between batten plates.
By using this FE model, an extensive body of parametric analyses were conducted to clarify the effects of width-to-thickness ratio of angle legs, initial imperfections and material strengths on the buckling resistance of the 7A04 angle columns.
