• Title/Summary/Keyword: pure bending creep

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Pure bending creep of SUS 304 stainless steel tubes

  • Lee, Kuo-Long;Pan, Wen-Fung
    • Steel and Composite Structures
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    • v.2 no.6
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    • pp.461-474
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    • 2002
  • This paper presents the experimental and theoretical results of SUS 304 stainless tubes with different diameter-to-thickness ratio (D/t ratio) subjected to pure bending creep. Pure bending creep occurs when a circular tube is bent to a desired moment and held at that moment for a period of time. It was found that the magnitudes of the creep curvature and ovalization of tube cross-section increase faster with a higher hold moment than that with a lower one. Due to continuously increasing curvature, the circular tubes eventually buckle. Finally, a theoretical form was proposed in this study so that it can be used to describe the relationship between the creep curvature and time. Theoretical simulations are compared with the experimental test data, showing that good agreement between the experimental and theoretical results has been achieved.

An experimental study on creep deformation of thin-walled tubes under pure bending

  • Hsu, Chien-Min;Fan, Chun-Huei
    • Structural Engineering and Mechanics
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    • v.9 no.4
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    • pp.339-347
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    • 2000
  • The creep deformation of pure bending (hold constant moment for a period of time) tests were conducted in this paper. Thin-walled tubes of 304 stainless steel were used in this investigation. The curvature-ovalization measurement apparatus, designed by Pan et al. (1998), was used for conducting the present experiments. It has been found that as soon as the creep deformation is started, the magnitudes of the tube curvature and ovalization of tube cross-section quickly increase. The magnitudes of the creep curvature and ovalization of tube cross-section increase fast with a higher hold moment than that with a lower one. Owing to the continuously increasing curvature during the creep deformation, the tube specimen buckles eventually.