ELASTO-PLASTIC ANALYSIS FOR LOCAL BUCKLING BEHAVIOR OF CIRCULAR TUBES SUBJECTED TO COMPRESSION AND BENDING
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Nagasaki Institute of Applied Science
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/561/67_KJ00004101945/_pdf
Reference11 articles.
1. 8) SHANLEY F. R. Inelastic Column Theory. Journal Aeronautical Science. (1947) vol.14, no.5, p.216-268.
2. 10) JENNINGS Alan. Frame Analysis Including Change of Geometry, Journal of the Structural Division. Proc. ASCE. (1968) vol.ST3, p.627-644.
3. 11) MROZ Z. Hardening and Degradation Rules For Metals Under Monotonic and Cyclic Loading. Journal of Engineering Materials and Technology. (1983) vol.105, p.113-118.
4. 15) NAKASHIMA M. Strain-Hardening Behavior of Shear Panels Made of Low-Yield Steel, II : Model. Journal of Structural Engineering. (1995) p.1750-1757.
5. PREDICTION OF CUMULATIVE DAMAGE IN SQUARE STEEL TUBE COLUMNS
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1. CONSTITUTIVE MODELS FOR HOLLOW STEEL TUBES AND CONCRETE FILLED STEEL TUBES CONSIDERING THE STRENGTH DETERIORATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2012
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