Experimental and numerical datasets for benchmark tests on high strength steel I-section frames

被引:0
作者
Walport, Fiona [1 ]
Zhu, Yufei [1 ,2 ]
Yun, Xiang [3 ]
Gardner, Leroy [1 ]
机构
[1] Imperial Coll London, Dept Civil & Environm Engn, London, England
[2] Shanghai Normal Univ, Sch Civil Engn, Shanghai, Peoples R China
[3] Univ Bristol, Dept Civil Engn, Bristol, England
来源
DATA IN BRIEF | 2024年 / 53卷
关键词
Bending tests; Eurocodes; Finite element modelling; GMNIA; Structural analysis; Validation; COLUMNS; DESIGN;
D O I
10.1016/j.dib.2024.110049
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This data article presents experimental and numerical datasets for eight fixed -base, single storey, unbraced high strength steel welded I -section frames subjected to in -plane horizontal and vertical loading. A detailed description of the full-scale frame testing programme is provided in the related research article 'Benchmark tests on high strength steel frames'. The experimental dataset can be used to steer future research in full-scale structural testing and provide benchmark results that are suitable for the validation of finite element models and the development of system -level design approaches. In addition to the benchmark experimental frame data, all necessary details and data for shell finite element (FE) model validation using geometrically and materially nonlinear analysis (GMNIA) is presented. The general purpose FE software Abaqus was used. The dataset can be used as an illustrative example of GMNIA validation in accordance with EN 1993-1-14 with all relevant data for reproducibility provided. (c) 2024 The Author(s). Published by Elsevier Inc.
引用
收藏
页数:13
相关论文
共 9 条
  • [1] Abaqus, 2021, Abaqus CAE User's Guide
  • [2] [Anonymous], 2018, BSI Standards Publication
  • [3] [Anonymous], 2023, EN 1993-1-14
  • [4] Behaviour and design of stainless steel I-section columns in fire
    Kucukler, Merih
    Xing, Zhe
    Gardner, Leroy
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 165 (165)
  • [5] Lateral-torsional buckling assessment of steel beams through a stiffness reduction method
    Kucukler, Merih
    Gardner, Leroy
    Macorini, Lorenzo
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 109 : 87 - 100
  • [6] Numerical investigation into high strength Q690 steel columns of welded H-sections under combined compression and bending
    Ma, Tian-Yu
    Li, Guo-Qiang
    Chung, Kwok-Fai
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 144 : 119 - 134
  • [7] Schafer B.W., 2006, 18 INT SPECIALTY C C
  • [8] Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns
    Sun, Yao
    Liang, Yating
    Zhao, Ou
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 159 : 521 - 533
  • [9] Benchmark tests on high strength steel frames
    Yun, Xiang
    Zhu, Yufei
    Wang, Zhongxing
    Gardner, Leroy
    [J]. ENGINEERING STRUCTURES, 2022, 258