EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS

Zhang Yankun; Liu Yanghua; Song Xiaoruan

doi:10.13204/j.gyjz200808021

Volume 38 Issue 8

Dec. 2014

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Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021

Citation:

Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021

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EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS

doi: 10.13204/j.gyjz200808021

1.
College of Architecture and Engineering,North China University of Technology Beijing 100041

Received Date: 2007-12-20
Publish Date: 2008-08-20

Abstract

Abstract

Through an experiment on profiled steel sheet-light-weight aggregate concrete floor shabs,it is researched that the bearing and deforming capability,which are compared with the ordinary concrete composite slabs.It is verified the applicability of the design formula of bearing capacity in the Specifications for Structural Design and Construction of Steel-Concrete Floor Slab(YB 923892) and the Technical Specification for Steel Structure of Tall Buildings,(JGJ 99-98),which provides a basis for the application of composite slabs with light-weight aggregate concrete in projects
- light-weight aggregate,
- concrete profiled steel sheet,
- composite floor slab,
- bearing capacity

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References(11)

References

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