Research on interactive buckling behavior of welded steel box-section columns

被引：37

作者：

Yang, Lu ^{[1
]}

Shi, Gang ^{[2
]}

Zhao, Menghan ^{[1
]}

Zhou, Wenjing ^{[3
]}

机构：

[1] Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China

[2] Tsinghua Univ, Dept Civil Engn, China Educ Minist, Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China

[3] Beijing Inst Architectural Design Co Ltd, Beijing 100045, Peoples R China

来源：

THIN-WALLED STRUCTURES | 2017年 / 115卷

基金：

中国国家自然科学基金;

关键词：

Steel structure; Welded box-section; Columns; Interactive buckling; Design proposal; COMPRESSION MEMBERS;

D O I：

10.1016/j.tws.2017.01.030

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The interactive buckling behavior of welded steel box-section columns was studied experimentally and numerically. A total of 12 steel medium-length columns, 2 with a welded square hollow section (SHS) and 10 with a welded rectangular hollow section (RHS), were axially compressed. All specimens were designed to cover a wide range of width-to-thickness ratios and slenderness. Material properties, geometric imperfections, buckling resistance, and load-displacement/strain curves were obtained. All test data were compared with current design codes Eurocode3 and ANSI/AISC 360-10, revealing overestimated design predictions. Further, the experimental results were supplemented by finite element simulation. Reliability of the modeling methodology was verified by comparisons with previous test data. The design proposal was eventually carried out on both plain carbon steel and high-strength steel columns.

引用

页码：34 / 47

页数：14

共 50 条

[21] EXPERIMENTAL STUDY ON THE INTERACTIVE BUCKLING OF WELDED SECTION STEEL COLUMNS UNDER AXIAL COMPRESSION
Shi, Gang
Zhou, Wenjing
PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 1062 - 1071
[22] RESEARCH INTO DISTRIBUTION OF STRESSES IN TUBULAR AND BOX-SECTION WELDED ASSEMBLIES
SAVCHENKO, VI
MAZUR, KI
NOVIKOV, VI
GARF, EF
LISNICHENKO, EP
AUTOMATIC WELDING USSR, 1976, 29 (12): : 41 - 43
[23] Seismic behavior of Q620 high-strength steel welded Box-section columns: Experimental tests, analysis, and model
Han, Wenbing
Nie, Shidong
Liu, Min
Chen, Zhenye
Yang, Bo
Elchalakani, Mohamed
STRUCTURES, 2024, 62
[24] Flexural buckling resistance of rectangular welded box section columns
Somodi, Balázs
Kövesdi, Balázs
ce/papers, 2021, 4 (2-4) : 2232 - 2241
[25] Geometric imperfection measurement on welded hybrid steel box-section girders
Somodi, Balázs
Wassfee, Dhiaa
Kövesdi, Balázs
ce/papers, 2023, 6 (3-4) : 601 - 606
[26] EFFECT OF LOADING PROTOCOL ON DETERIORATING BEHAVIOR DUE TO LOCAL BUCKLING OF BOX-SECTION STEEL MEMBERS
Mitsui K.
Matsumoto I.
Ikarashi K.
Journal of Structural and Construction Engineering, 2023, 88 (813): : 1569 - 1580
[27] Investigation on Distortion Buckling Behavior of Cold-formed Thin-walled Steel Built-up Box-section Columns
Li Y.
Zhou T.
Ding J.
Li C.
Zhang X.
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2021, 48 (11): : 91 - 100
[28] Buckling resistance of welded high-strength-steel box-section members under combined compression and bending
Fang, Han
Chan, Tak-Ming
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 162
[29] LOCAL AND OVERALL INTERACTIVE INSTABILITY OF THIN-WALLED BOX-SECTION COLUMNS
GUO, YL
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1992, 22 (01) : 1 - 19
[30] Experimental and numerical investigation on Local-Overall interactive buckling behavior of welded I-Section steel columns
Shi, Gang
Zhang, Ziqian
Zhou, Le
Yang, Lu
Zhou, Wenjing
THIN-WALLED STRUCTURES, 2020, 151

← 1 2 3 4 5 →