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An arbitrary-shaped arch element for large deflection analysis

โœ Scribed by S. Chakraborty; S. Majumdar


Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
707 KB
Volume
65
Category
Article
ISSN
0045-7949

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โœฆ Synopsis


high precision finite element has been derived for large deflection and post-buckling analysis of thin arches of arbitrary shapes. Emphasis is placed on accurate representation of geometry at all stages of deformation. This approach ensures natural representation of rigid body modes, which is crucial for accurate inkgration of equation of motion through the critical points. Full non-linear expressions are retained to account for objectivity and interaction between axial force and bending moment.


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