Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading

CHEN Zhanpeng; SHU Ganping; ZHENG Baofeng

doi:10.3724/j.gyjzG24091501

Volume 56 Issue 6

Jun. 2026

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2026 > 56(6): 63-70

CHEN Zhanpeng, SHU Ganping, ZHENG Baofeng. Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 63-70. doi: 10.3724/j.gyjzG24091501

Citation:

CHEN Zhanpeng, SHU Ganping, ZHENG Baofeng. Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 63-70. doi: 10.3724/j.gyjzG24091501

CHEN Zhanpeng, SHU Ganping, ZHENG Baofeng. Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 63-70. doi: 10.3724/j.gyjzG24091501

Citation:

CHEN Zhanpeng, SHU Ganping, ZHENG Baofeng. Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 63-70. doi: 10.3724/j.gyjzG24091501

PDF( 3947 KB)

Classification Criteria for Stainless Steel H-Sections Under Cyclic Loading

doi: 10.3724/j.gyjzG24091501

School of Civil Engineering, Southeast University, Nanjing 211100, China

Received Date: 2024-09-15
Available Online: 2026-07-06

Abstract

Abstract

To investigate the classification of stainless steel H-sections under cyclic loading， this study established models for austenitic and duplex stainless steel beams and beam-columns using ABAQUS finite element software， which verified the reasonableness of the finite element models based on the test results. Subsequently， an extensive parametric analysis was carried out to evaluate the applicability of the European stainless steel design code EN 1993-1-4， the Standard for Design of Steel Structures （GB 50017-2017）， and the Technical Specification for Stainless Steel Structures （CECS 410∶2015） with regard to the limits for the classification of H-sections. The results indicated that the current code results are conservative because they do not consider the effects of interaction constraints between the flange and web or material strengthening under cyclic loading. Finally， a methodology for classification of stainless steel H-sections under cyclic loading was proposed.
- cyclic loading,
- stainless steel,
- H-section,
- cross-section classification

FullText(HTML)

References(21)

References

[1]	中国工程建设标准化协会.不锈钢结构技术规程:CECS 410 ∶2015[S].北京:中国计划出版社，2015.
[2]	王元清，常婷，石永久，等.奥氏体不锈钢S31608的本构关系试验[J].清华大学学报，2013，53（9）:1231-1234.
[3]	NIP K，GARDNER L，DAVIES C，et al.Extremely low cycle fatigue tests on structural carbon steel and stainless steel[J].Journal of Constructional Steel Research，2010，66:96-110.
[4]	常笑，杨璐，王萌，等.循环荷载下奥氏体型和双相型不锈钢材料本构关系研究[J].工程力学，2019，36（5）:137-147.
[5]	British Standards Institution.Eurocode 3:design of steel structures:part 1-4:general rules-supplementary rules for stainless steels:prEN 1993-1-4[S].London:British Standards Institution，2023.
[6]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社，2018.
[7]	GARDNER L，THEOFANOUS M.Discrete and continuous treatment of local buckling in stainless steel elements[J].Journal of Constructional Steel Research，2008，64:1207-1216.
[8]	宁克洋，杨璐，张允，等.奥氏体型不锈钢受弯构件截面分类研究[J].工程力学，2023，40（9）:98-107.
[9]	GONZÁLEZ-DE-LE´ON I，NASTRI E，ARRAYAGO I.Experimental programme on austenitic stainless steel RHS members subjected to monotonic and cyclic bending[J].Engineering Structures，2024，302:117258.
[10]	宁克洋，杨璐，班慧勇，等.不锈钢焊接H形截面柱滞回性能试验研究[J].建筑结构学报，2020，41（6）:215-222.
[11]	CHEN Y，ZHOU F，ZHANG R，et al.Experimental study on seismic behavior of welded H-section stainless steel beam-columns[J].Engineering Structures，2022，259:114105.
[12]	ZHENG S.ZHOU F，CHENG，J et al.Experimental study on cyclic hardening characteristics of structural stainless steels[J].Journal of Constructional Steel Research，2022，191:107196.
[13]	骆晶，施刚，毛灵涛，等.双相型不锈钢S22053循环本构关系研究[J].工程力学，2021，38（9）:171-181.
[14]	ARRAYAGO I，REAL E，GARDNER L Description of stress-strain curves for stainless steel alloys[J].Materials and Design，2015（87）:540-552.
[15]	AFSHAN S，ZHAO O，GARDNER L.Standardised material properties for numerical parametric studies of stainless steel structures and buckling curves for tubular columns[J].Journal of Constructional Steel Research，2019，152:2-11.
[16]	British Standards Institution.Eurocode 3:design of steel structures-part 1.5:plated structural elements:EN 1993-1-5[S].London:British Standards Institution，2006.
[17]	袁焕鑫，王元清，石永久，等.不锈钢焊接工字形截面残余应力分布试验研究[J].建筑结构学报，2014，35（6）:84-92.
[18]	中华人民共和国住房和城乡建设部.建筑抗震试验方法规程:JGJ 101—2015[S].北京:中国建筑工业出版社，2015.
[19]	American In stitute of Steel Construction（AISC）.Seismic provisions for structural steel buildings:ANSI/AI SC 341-16[S].Illinois:USA，AISC，2016.
[20]	程欣，侯雪松，李卓峰.考虑板件相关作用的H形截面分类准则[J].工程力学，2020，37（4）:178-185.
[21]	Ufficiale Gazzetta.First elements in the matter of general criteria for seismic classification of the national territory and of technical codes for structures in seismic zones:OPCM 3274[S].Rome:ltaly，Official Gazette of the Italian Republic，2003.