AI SearchInelastic large displacement analysis of thin-walled steel frames
Call Number: AIT Thesis no. ST-83-20 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. ST-83-20Publication details: Bangkok : Asian Institute of Technology, 1983Description: vii, 62 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1983 Summary: A finite element formulation in the update d Lagrangian approach is presented for inelastic large is placement analysis of steel frames of thin- walled open cross- section steel frames . A straight beam element with two nodes which contains seven kinematic degrees-of-freedom per node is considered in the analysis. The von Mises's yield criterion and Prandtl-Reuss's stress-strain relationship are employed in the inelastic range. Numerical examples are presented and compared with some available results. Good agreement is observed within the elastic range.
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A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1983
A finite element formulation in the update d Lagrangian approach is presented for inelastic large is placement analysis of steel frames of thin- walled open cross- section steel frames . A straight beam element with two nodes which contains seven kinematic degrees-of-freedom per node is considered in the analysis. The von Mises's yield criterion and Prandtl-Reuss's stress-strain relationship are employed in the inelastic range. Numerical examples are presented and compared with some available results. Good agreement is observed within the elastic range.
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