Structural steel elliptical hollow sections

结构钢椭圆空心型材

基本信息

  • 批准号:
    EP/G003556/1
  • 负责人:
  • 金额:
    $ 40.76万
  • 依托单位:
  • 依托单位国家:
    英国
  • 项目类别:
    Research Grant
  • 财政年份:
    2009
  • 资助国家:
    英国
  • 起止时间:
    2009 至 无数据
  • 项目状态:
    已结题

项目摘要

Structural elliptical hollow sections represent a recent addition to the range of cross-sections available to structural engineers. However, despite widespread interest in their application on the basis of both architectural appeal and structural efficiency, a lack of verified design guidance is inhibiting uptake. The proposed project aims to overcome this through the generation of statistically validated design rules, developed on the basis of a sound theoretical understanding, carefully conducted laboratory tests and sophisticated numerical modelling. Laboratory testing will be the key instrument for the generation of the fundamental data required, and once calibrated, numerical modelling will be used to investigate the importance of the individual parameters and to extend the range of available data. Design rules will be developed with structural engineers in mind, with careful consideration given to finding the right balance between accuracy of result and ease of calculation method. All new design guidance will be developed in line with the Eurocode framework, with the aim that the work may be considered for incorporation into future revisions of the Code. Dissemination of the findings to the academic community will be made through journal publications and by presentation at International conferences.This is a joint application between Imperial College London and the University of Leeds, making use of the combined experience and facilities of the applicants - Dr Gardner from Imperial College with expertise of the instability of tubular steel and stainless steel elements, and Dr Lam from the University of Leeds with expertise of connections and concrete filled composite tubes.
结构椭圆空心部分代表了结构工程师可用的横截面范围的最新补充。但是,尽管基于建筑吸引力和结构效率,对其应用的普遍兴趣,但缺乏经过验证的设计指南仍在抑制吸收。拟议的项目旨在通过一系列经过统计验证的设计规则来克服这一目标,该规则是基于合理的理论理解,精心进行的实验室测试和复杂的数值建模而开发的。实验室测试将是生成所需基本数据的关键工具,一旦经过校准,数值建模将用于研究单个参数的重要性并扩展可用数据的范围。设计规则将考虑到结构工程师,并仔细考虑在结果的准确性和易于计算方法之间找到适当的平衡。所有新的设计指南将根据欧洲框架框架制定,目的是将其考虑纳入法规的未来修订中。将调查结果传播给学术界将通过期刊出版物和国际会议的介绍进行。这是伦敦帝国学院与利兹大学之间的共同应用,利用了申请人的综合经验和设施 - 帝国大学的加德纳博士(Gardner)博士与无效的钢铁钢铁和富有史无章的Converies and Conforts of Confortise and Contection of Conforties and Contection of Conforce and Contection of Conforce and Contection of Conforce and Contression frows of the Importability College and Collectional and Contression Conformise and Contection。

项目成果

期刊论文数量(10)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Structural behaviour of elliptical hollow sections under combined compression and uniaxial bending
  • DOI:
    10.18057/ijasc.2011.7.1.6
  • 发表时间:
    2011-03
  • 期刊:
  • 影响因子:
    0
  • 作者:
    L. Gardner;T. Chan;J. Abela
  • 通讯作者:
    L. Gardner;T. Chan;J. Abela
Buckling of elliptical hollow section members under combined compression and uniaxial bending
椭圆空心截面构件在压缩和单轴弯曲联合作用下的屈曲
Lateral instability of elliptical hollow section beams
  • DOI:
    10.1016/j.engstruct.2011.12.008
  • 发表时间:
    2012-04
  • 期刊:
  • 影响因子:
    5.5
  • 作者:
    K. Law;L. Gardner
  • 通讯作者:
    K. Law;L. Gardner
Elastic buckling of elliptical tubes subjected to generalised linearly varying stress distributions
  • DOI:
    10.1016/j.tws.2012.04.016
  • 发表时间:
    2012-09
  • 期刊:
  • 影响因子:
    6.4
  • 作者:
    J. Abela;L. Gardner
  • 通讯作者:
    J. Abela;L. Gardner
Global instability of elliptical hollow section beam-columns under compression and biaxial bending
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Leroy Gardner其他文献

Behaviour, finite element modelling and design of high strength steel homogeneous and hybrid welded I‐section beams
高强度钢均质和混合焊接工字梁的行为、有限元建模和设计
  • DOI:
    10.1002/cepa.2340
  • 发表时间:
    2023
  • 期刊:
  • 影响因子:
    0
  • 作者:
    Yufei Zhu;X. Yun;Leroy Gardner
  • 通讯作者:
    Leroy Gardner
Flexural capacity and local buckling half-wavelength of high strength steel tubular beams under moment gradients: An experimental study
  • DOI:
    10.1016/j.tws.2023.111420
  • 发表时间:
    2024-02-01
  • 期刊:
  • 影响因子:
  • 作者:
    Zichang Yang;Xin Meng;Fiona Walport;Leroy Gardner
  • 通讯作者:
    Leroy Gardner
Behaviour, finite element modelling and design of cruciform section steel columns
  • DOI:
    10.1016/j.tws.2022.110124
  • 发表时间:
    2023-01-01
  • 期刊:
  • 影响因子:
  • 作者:
    Behnam Behzadi-Sofiani;Leroy Gardner;M. Ahmer Wadee
  • 通讯作者:
    M. Ahmer Wadee
Post-fire behaviour of slender reinforced concrete columns confined by circular steel tubes
圆钢管约束细长钢筋混凝土柱的火灾后性能
  • DOI:
    10.1016/j.tws.2014.10.014
  • 发表时间:
    2015-02
  • 期刊:
  • 影响因子:
    6.4
  • 作者:
    Yang Hua;Faqi Liu;Leroy Gardner
  • 通讯作者:
    Leroy Gardner
Push-out tests and bond strength of rectangular CFST columns
矩形钢管混凝土柱的推出试验和粘结强度
  • DOI:
    10.12989/scs.2015.19.1.021
  • 发表时间:
    2015-07
  • 期刊:
  • 影响因子:
    4.6
  • 作者:
    Xiushu Qu;Zhihua Chen;David A. Nethercot;Leroy Gardner;MariosTheofanous
  • 通讯作者:
    MariosTheofanous

Leroy Gardner的其他文献

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{{ truncateString('Leroy Gardner', 18)}}的其他基金

HYBRID LIGHTWEIGHT STRUCTURAL SYSTEMS FOR LOW-COST HOUSING (HYLIGHTS)
用于低成本住房的混合轻质结构系统 (HYLIGHTS)
  • 批准号:
    EP/W026988/1
  • 财政年份:
    2023
  • 资助金额:
    $ 40.76万
  • 项目类别:
    Research Grant
RESIlient buildings using STainless steel (RESIST)
使用不锈钢的弹性建筑 (RESIST)
  • 批准号:
    EP/W019655/1
  • 财政年份:
    2022
  • 资助金额:
    $ 40.76万
  • 项目类别:
    Research Grant

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