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作者:

Wang, Y. Q. (Wang, Y. Q..) | Chang, T. (Chang, T..) | Shi, Y. J. (Shi, Y. J..) | Yuan, H. X. (Yuan, H. X..) | Yang, L. (Yang, L..) (学者:杨璐) | Liao, D. F. (Liao, D. F..)

收录:

EI Scopus SCIE

摘要:

In order to study the constitutive relation of Chinese-made austenitic stainless steel S31608 (EN 1.4401, AISI 316) under monotonic and cyclic loading, different types of coupons were tested. Based on the Ramberg-Osgood model, modified by Gardner and Nethercot, parameters that described stress-strain relationship under monotonic loading were obtained. Comparison between data obtained using different types of coupons was made and the influences of welding and rolling directions were reviewed. Parameters of the hardening model of cyclic plasticity were calibrated from cyclic test data and the tests were simulated using ABAQUS finite element analysis software. The results show that stainless steel exhibits remarkable nonlinearity, and the stress-strain relationship may vary from different rolling directions. Under cyclic loading, with the increase of cyclic loops and change in strain amplitudes, stainless steel exhibits cyclic hardening behavior, and the simulated curves agree fairly well with the test curves. It is therefore recommended that the influences of welding and rolling directions on the stress-strain relationship should be taken into consideration and the constitutive relation under cyclic loading should be used if the component is subjected to cyclic loads. (C) 2014 Elsevier Ltd. All rights reserved.

关键词:

Monotonic loading Finite element method (FEM) Stainless steel Constitutive relation Cyclic loading

作者机构:

  • [ 1 ] [Wang, Y. Q.]Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
  • [ 2 ] [Chang, T.]Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
  • [ 3 ] [Shi, Y. J.]Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
  • [ 4 ] [Yuan, H. X.]Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
  • [ 5 ] [Yang, L.]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 6 ] [Liao, D. F.]Measure Stick Curtain Wall Struct Fittings Co Ltd, Shenzhen 518000, Peoples R China

通讯作者信息:

  • [Wang, Y. Q.]Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China

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来源 :

THIN-WALLED STRUCTURES

ISSN: 0263-8231

年份: 2014

卷: 83

页码: 19-27

6 . 4 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:176

JCR分区:1

中科院分区:3

被引次数:

WoS核心集被引频次: 33

SCOPUS被引频次: 40

ESI高被引论文在榜: 0 展开所有

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