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《Journal of Shandong Agricultural University(Natural Science Edition)》 2018-06
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Numerical Analysis of Bearing Capacity of the Internal Partial Hollow Steel Box-Concrete Composite Beam

LI Shi-ping;WANG Jun;School of Civil Engineering/Northeast Forestry University;  
In view of some defects that a traditional internal box-concrete composite beam does not enough play a fole and increase by self-weight, this paper designed a new type internal partial hollow steel box-concrete beam to analyze the stress process, bearing capacity and deformation performance based on the nonlinearity of the bending performances of 6 new type internal steel box-concrete composite beams. The results showed that this kind of new type internal hollow steel box-concrete composite beam could respectively present every performance and had good bearing and deformation resistance performances. The bearing capacity of the normal section could be designed based on the assumption of plane section, which could give a base for project execution, at the same time give a reference for more extensive application in large scale stress steel-concrete composite beam.
【Fund】: 黑龙江省博士后科研启动基金项目(LBH-Q15011)
【CateGory Index】: TU398.9
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