Spatial stability of shear deformable curved beams with non-symmetric thin-walled sections. I: Stability formulation and closed-form solutions

2005 ◽  
Vol 83 (31-32) ◽  
pp. 2525-2541 ◽  
Author(s):  
Moon-Young Kim ◽  
Sung-Bo Kim ◽  
Nam-II Kim
Keyword(s):  
Closed Form ◽  
Curved Beams ◽  
Spatial Stability ◽  
Closed Form Solutions ◽  
Thin Walled ◽  
Shear Deformable

Closed form solutions for shear deformable thin-walled beams including global and through-thickness warping effects

2021 ◽  
Vol 158 ◽  
pp. 107190
Author(s):  
Arash Sahraei ◽  
Payam Pezeshky ◽  
Siriwut Sasibut ◽  
Feng Rong ◽  
Magdi Mohareb
Keyword(s):  
Closed Form ◽  
Closed Form Solutions ◽  
Thin Walled ◽  
Shear Deformable

A New Constitutive Model in the Theory of Plasticity—Part II: Examples

1995 ◽  
Vol 117 (4) ◽  
pp. 371-377 ◽  
Author(s):  
W. Jiang
Keyword(s):  
Plastic Strain ◽  
Constitutive Model ◽  
Closed Form ◽  
Hardening Model ◽  
Closed Form Solutions ◽  
Loading Paths ◽  
Theory Of Plasticity ◽  
Thin Walled Tube ◽  
Thin Walled

This part of the paper presents several examples to further demonstrate the hardening model proposed in the first part of the paper. Closed-form solutions are achieved for a thin-walled tube subjected to linear, rectangular, and circular loading paths, and the corresponding yield center loci and plastic strain trajectories are illustrated. The features of this model are further discussed.

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