FINITE ELEMENT ANALYSIS ON BUCKLING OF ARCH BY THE DEGENERATED 3-D CURVED BEAM ELEMENTS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-036
Citation:
FINITE ELEMENT ANALYSIS ON BUCKLING OF ARCH BY THE DEGENERATED 3-D CURVED BEAM ELEMENTS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-036
FINITE ELEMENT ANALYSIS ON BUCKLING OF ARCH BY THE DEGENERATED 3-D CURVED BEAM ELEMENTS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-036
Citation:
FINITE ELEMENT ANALYSIS ON BUCKLING OF ARCH BY THE DEGENERATED 3-D CURVED BEAM ELEMENTS[J]. MECHANICS IN ENGINEERING, 2000, 22(2). DOI: 10.6052/1000-0879-f2000-036
FINITE ELEMENT ANALYSIS ON BUCKLING OF ARCH BY THE DEGENERATED 3-D CURVED BEAM ELEMENTS
Based on 3-D iso-parametric element and the plate shell element of relative displacement and combined with beam assumption, we proposed the degenerated 3 dimensional curved beam element with geometrical nonlinearity, which can be used for analysis of critical load of linear elastic buckling of beam and arch.
DownLoad: