Experimental and Theoretical Investigation of the Response and Collapse of 316L Stainless Steel Tubes Subjected to Cyclic Bending

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概要

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• This paper presents the experimental and theoretical results of the response and collapse of 316L stainless steel tubes subjected to cyclic bending. The tube bending machine and curvature-ovalization measurement apparatus^<(1)> were used for conducting the curvaturecontrolled experiment. It was found that the response and collapse are similar to that of metal tubes found in literatures. Next, the endochronic theory and the principle of virtual work were used to simulate the response of 316L stainless steel tubes under cyclic bending. In addition, a proposed theoretical formulation^<(2)> was used to simulate the relationship between the controlled curvature and the number of cycles to produce buckling. It has been shown that the theoretical simulations of the response and collapse correlate well with the experimental data.

• 一般社団法人日本機械学会の論文
• 2005-07-15

著者

• Lee Kuo-long

  Department Of Mechanical Engineering Far East College

• SHIE Ri-Fong

  Institute of Nuclear Energy Research

• CHANG Kao-Hua

  Department of Engineering Science, National Cheng Kung University

• Chang Kao-hua

  Department Of Engineering Science National Cheng Kung University

関連論文

• The Effect of Mean Curvature on the Response and Collapse of Thin-Walled Tubes under Cyclic Bending(Fatigue & Fracture)
• Experimental and Theoretical Evaluations of the Effect between Diameter-to-Thickness Ratio and Curvature-Rate on the Stability of Circular Tubes under Cyclic Bending
• Experimental and Theoretical Investigation of the Response and Collapse of 316L Stainless Steel Tubes Subjected to Cyclic Bending
• Machine Coordinate Values Exchange Model Design and Analysis

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