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

Computers and Structures

Volumn 83, Issue 31-32, 2005, Pages 2525-2541

  Kim, Moon Young ^a   Kim, Sung Bo ^b   Kim, Nam Ii ^c  

^a Sungkyunkwan University   (South Korea)

^b Chungbuk National University   (South Korea)

^c UNIVERSITY OF MARYLAND   (United States)

Author keywords

Closed form solutions; Curved beam; Semi tangential rotation; Shear deformation; Spatial stability; Thin walled; Warping

Indexed keywords

BUCKLING; COMPACTION; ELASTICITY; FINITE ELEMENT METHOD; POTENTIAL ENERGY; SHEAR DEFORMATION; STABILITY; STRAIN; STRUCTURAL LOADS;

CLOSED-FORM SOLUTIONS; CURVED BEAM; SEMI-TANGENTIAL ROTATION; SPATIAL STABILITY; THIN-WALLED;

CURVED BEAMS AND GIRDERS;

EID: 27344436958     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2005.07.004     Document Type: Article

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