0
TECHNICAL PAPERS

Hysteretic Behavior of a Bar Under Repeated Axial Loading: An Extended History

[+] Author and Article Information
N. Yoshida

Engineering Research Institute, Sato Kogyo Co., Ltd. Nihonbashi Honcho 4-12-20, Chuo-ku, Tokyo 103-8639, Japan

T. Nonaka

Chubu University, 1200 Matsumoto-cho, Kasugai, Aichi Prefecture 487-8501, Japan

J. Appl. Mech 68(3), 425-431 (Nov 28, 2000) (7 pages) doi:10.1115/1.1360691 History: Received June 24, 1999; Revised November 28, 2000
Copyright © 2001 by ASME
Your Session has timed out. Please sign back in to continue.

References

Nonaka,  T., 1973, “An Elastic-Plastic Analysis of a Bar Under Repeated Axial Loading,” Int. J. Solids Struct., 9, pp. 569–580, (with Erratum in No. 10).
Nonaka,  T., 1977, “Approximation of Yield Condition for the Hysteretic Behavior of a Bar Under Repeated Axial Loading,” Int. J. Solids Struct., 13, pp. 637–643.
Nonaka,  T., 1977, “An Analysis for Large Deformation of an Elastic-Plastic Bar Under Repeated Axial Loading, Part—I Derivation of Basic Equations,” Int. J. Mech. Sci., 19, pp. 619–627.
Nonaka,  T., 1977, “An Analysis for Large Deformation of an Elastic-Plastic Bar Under Repeated Axial Loading, Part—II Correlation with Small Deformation Theory,” Int. J. Mech. Sci., 19, pp. 631–638.
Nonaka,  T., 1983, “Closed Form Formulation for the Hysteretic Behavior of a Bar Under Repeated Axial Loading, Part 1—Derivation of Basic Equations,” Trans. Arch. Inst. Jpn., No.334, pp. 1–8 (in Japanese).
Nonaka,  T., 1984, “Closed Form Formulation for the Hysteretic Behavior of a Bar Under Repeated Axial Loading, Part 2—Analytic Solution,” Trans. Arch. Inst. Jpn., No. 338, pp. 29–35 (in Japanese).
Nonaka,  T., 1984, “Closed Form Formulation for the Hysteretic Behavior of a Bar Under Repeated Axial Loading, Part 3—Plastic Straining and Characteristic Features,” Trans. Arch. Inst. Jpn., No. 343, pp. 42–50 (in Japanese).
Prathuangsit,  P., Goel,  S. C., and Hanson,  R. D., 1978, “Axial Hysteresis Behavior With End Restraints,” J. Struct. Div. ASCE, 104, No. ST6, pp. 2261–2277.
Fukuta,  T., and Yamanouchi,  H., 1986, “Post-Buckling Behavior of Steel Braces With Elastically Restrained Ends,” J. Struct. Construct. Eng., Trans. Arch. Inst. Jpn., No. 364, pp. 10–22 (in Japanese).
Mitani,  I., 1978, “An Elastic-Plastic Analysis of a Restrained Steel Bar Under Repeated Eccentrical Axial Loading,” Trans. Arch. Inst. Jpn., No.274, pp. 65–73 (in Japanese).
Higginbotham,  A. B., and Hanson,  R. D., 1976, “Axial Hysteresis Behavior of Steel Members,” J. Struct. Div. ASCE, 102, No. ST7, Proc. Paper 12245, pp. 1365–1381.
Kahn,  L. F., and Hanson,  R. D., 1976, “Inelastic Cycles of Axially Loaded Steel Members,” J. Struct. Div. ASCE, 102, No. ST5, Proc. Paper 12111, pp. 947–959.
Nonaka, T., 1972, “A Kinematic Approach to the Plastic Collapse Load of a Rectangular Frame With Consideration of Axial Forces,” Proc., Symposium on Plastic Analysis of Structures, Iassy, Rumania, Sept., pp. 192–220; Theoretical and Applied Mechanics, Vol. 23, University of Tokyo Press, Tokyo, pp. 301–315.
Nonaka, T., and Iwai, S., 1989, “Failure of Bar Structures Under Repeated Loading,” Structural Failure, T. Wierzbicki and N. Jones, ed., John Wiley and Sons, New York, pp. 389–433.
Iwai, S., Nonaka, T., Park, Y.-S., and Kameda, H., 1993, “Experimental Observation on Fatigue of Steel Members and Elements Under Very Low Load Cycles,” Structural Dynamics-Eurodyn’93 (Proc. 2nd Euro. Conf. on Structural Dynamics, Tronheim), Vol. 2, A. A. Balkema, Rotterdam, pp. 771–778.
Nonaka,  T., 1989, “Elastic-Plastic Bar Under Changes in Temperature and Axial Load,” Jour. of Structural Engineering, ASCE, 115, No. 12, pp. 3059–3075.
Wakabayashi, M., Nonaka, T., Nakamura, T., Morino, S., and Yoshida, N., 1973, “Experimental Studies on the Behavior of Steel Bars Under Repeated Axial Loading—Part 1, Rectangular Cross-Section,” Bulletin, Disaster Prevention Research Institute, Kyoto University, No. 16B, pp. 113–125.

Figures

Grahic Jump Location
Problem under consideration
Grahic Jump Location
Dimensionless positive quantities
Grahic Jump Location
Behavioral diagram of Example 1
Grahic Jump Location
Deflection curves for Example 1
Grahic Jump Location
Behavioral diagram of Example 2
Grahic Jump Location
Deflection curves for Example 2

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In