Cyclic elastic follow-up behavior at elevated temperature. (2nd report. Evaluation of shakedown).
Bibliographic Information
- Other Title
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- 高温・弾性追従場における繰返し変形挙動 II 弾性追従場におけるシェイクダウン判定基準
- コウオン ダンセイ ツイジュウバ ニ オケル クリカエシ ヘンケイ キョドウ
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Abstract
Simplified inelastic methods of analysis are used to reduce the number of locations in a structure requiring detailed inelastic analysis. Three simplified inelastic models are proposed to calculated an inelastic strain range Δεin produced in cyclic elastic follow-up process. Uniaxial cyclic elastic follow-up tests were carried out on SUS 304 steel at 700°C. The analytic model consists of elastic plastic material with/without strain hardening and stress relaxation to σr after a certain period. The parameters needed for analysis of the inelastic strain range Δεin are stress ratios ξ(= σn/σ^-y), ζ(=σr/σy), and an elastic follow-up strain amplification factor p. A dimensionless inelastic strain range can be expressed by Δεin/εy = (1+ζ)(1+p)(ξ-1). The shakedown condition in a structure can satisfy the following requirement ; ξ≤1. Using the relaxed stress based on pure relaxation tests makes the estimation of Δεin/εy more conservative.
Journal
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- TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A
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TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 53 (493), 1806-1812, 1987
The Japan Society of Mechanical Engineers
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Details 詳細情報について
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- CRID
- 1390282679453890560
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- NII Article ID
- 110002377409
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- NII Book ID
- AN0018742X
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- ISSN
- 18848338
- 03875008
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- NDL BIB ID
- 3150706
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed