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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 83-85

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

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

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

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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

Sebastian Wendel M.McConnel Richard E.Nonlinear FE Analysis of Steel-Concrete Composite Structures.Journal of Structural Engineering,2001,126(6):662-674

[2] Pentti Mikelainen.The Longitudinal Shear Behaviour of a New Steel Sheeting Profile for Composite Floor Slabs.Journal of Constructional Steel Research,1999,49:117-128

[3] 聂建国,易卫华,雷丽英.闭口型压型钢板-混凝土组合板的纵向受剪性能.工业建筑,2003,33(12):15-18

[4] 吴炎海,黄英,邹飞杰.压型钢板-混凝土组合楼板受弯性能的试验研究.福建建筑,2003,82(2):27-30

[5] 张培卿,刘文如.压型钢板-混凝土组合楼板正截面承载能力的实验研究.哈尔滨建筑大学学报,1994(8):62-68

[6] 李帼昌,常春,曲赜胜.压型钢板-煤矸石混凝土组合楼板的力学性能.辽宁工程技术大学学报,2005,22(1):61-63

[7] 郭彦林.马智刚,陈国栋,等.闭口式压型钢板-组合楼板受弯承载力试验研究.建筑结构,2005(1):32-44

[8] 陈世鸣.压型钢板-混凝土组合楼板的承载能力研究.建筑结构学报,2002,23(3):19-26

[9] GB 50010-2002混凝土结构设计规范

[10] JGJ 99-98 高层民用建筑钢结构技术规程

[11] YB 9238-92钢-混凝土组合楼盖结构设计与施工规程

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