Section moment capacity tests of hollow flange steel plate girders
作者: Nilakshi PereraMahen Mahendran
作者单位: 1Queensland University of Technology (QUT), Brisbane, QLD 4000, Australia
刊名: Journal of Constructional Steel Research, 2018, Vol.148 , pp.97-111
来源数据库: Elsevier Journal
DOI: 10.1016/j.jcsr.2018.04.034
关键词: Hollow flange steel plate girdersRectangular hollow sectionsFlexural membersSection moment capacity testsDesign guidelines
英文摘要: Abstract(#br)Hollow flange steel plate girder (HFSPG) is a new hollow flange I-section made using cold-formed rectangular hollow sections (RHS) as flanges and a steel plate as web. Due to the increased torsional rigidity and unique geometry, it can provide enhanced flexural capacities and thus are effective flexural members in long span applications. The production of proposed HFSPGs contains welding currently available RHS sections to a web plate, which allows engineers to form girders by varying dimensions, thicknesses and grades to suit their design requirements. As the first step of this study, the section moment capacities of fully laterally restrained HFSPGs were investigated. Despite earlier researches on the flexural capacities of hollow flange sections, HFSPGs have not been...
全文获取路径: Elsevier  (合作)
影响因子:1.327 (2012)

  • moment 
  • capacity 电容量
  • flange 法兰
  • sections 型材
  • steel 
  • hollow 浅凹地
  • members 
  • plate